't f ./j I ; 
_________________________________ _ " 􀁾􀀮􀀠TERRA-MAR, INC. 􀁾􀀠GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane,
Dallas, Texas 75229 Phone:972-488-8800 Fax: 972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT id CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road
Improvements 9/14/99 DC98-050-138 REPORT DISTRIBUTION: Ed Bell Construction Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. Town of Addison Dave
Wilde SPECIFICATIONS PROJECT DATA Strength (psi): __􀁮􀀺􀀮􀀺􀀺􀁡􀁾_____ Placement Dale: 6/28/99 Slump (in.): _-;.:n.:::;a;--_____ Sampled By: Contractor Air Content (%): __4'-::::-60.-_____
Weather: Sunny Concrete Temp ("F): 95 Supplier/Mix: na FIELD DATASET #1 Ticket #: Time Betched: _____ Time Sampled: ________ Slump (in.): Air Content: _____ Unit Weight (pel): ________
Cone. Temp. ('F): AmbientTemp. ('F):-:--::-_-:-:-_ Yardage (c.y.): ________ Placement Location: Cylinders made by contractor, no other information given Remarks: FIELD DATASET #2 Ticket
#: Time Batched: Time Sampled: Slump (in.): Air Content: ----Unit Weight (pcf): -------Cone. Temp. ("F): Ambient Temp. ('F):----Yardage (e.y.): ________ Placement Loeation: Remarks:
Set# CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PERASTM C3i. TESTED PERASTM C39, CAPPED PER ASTM ca17 Cylinder # Test Date AQe (Days) Max. Load (Ibs Area (sq. in.)
Strength (psi FC Notes I 1 AR062801 AR062802 AR062803 8/19/99 8/19/99 8/19/99 52 52 52 145660 138340 133930 28.27 28.27 28.27 5150 4890 4740 U U U (1) NORMAL CYLINDER SIZE 6" X 12",
AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C13S. C143. C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except
in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOU$TON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: 972-488-8080
id CONCRETE INSPECTION AND COMPRESSION TEST REPORT .NT: ,(OJECT: iEPORT DATE: TMI REPORT #: Ed Beli Construction Arapaho Road Improvements 08/25/99 DC98-050-137 REPORT DISTRIBUTION:
Ed Bell Construction -Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS PROJECT DATA Strength (psi):
_.::::.3""0;-00=---_____ Placement Date: 07/27/99 Slump (in.): _......;5=---______ Sampled By: Pete W. Air Content (%): Weather: Clear Concrete Temp eF) Supplier/Mix: Lattimore FIELD
DATA SET #1 Ticket #: 3088739 Time Batched: 1:53 Time Sampled: ___..:3:.:.:1.:..:5=---___ Slump (in.): 4 1/4 Air Content: 3.4 Unit Weight (pet): _____--'-'na=,---Cone. Temp. ('F): 97
Ambient Temp. (OF): _--:=-::-:::-Yardage (c. y.): __􀀱􀀮􀀮􀀺􀀰􀀺􀀮􀀮􀀺􀀰􀁾􀁦􀀮􀀮􀀺􀀱􀁾􀀰􀀺􀀮􀀮􀀮􀀺􀁣􀁣􀀺􀀺􀀺􀀮􀀮􀀮Y!.:..__ Placement Location: Sidewalk-S. bound on Spectrum, in front
of building Remarks: FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Slump (In.): Air Content: Unit Weight (pet): ----------Cone. Temp. (OF): Ambient Temp. (OF):----Yardage
(c.y.): ____________ Placement Location: 􀁒􀁥􀁭􀁡􀁾􀁳􀀺􀀠-------------------------------------------------------------------CONCRETE COMPRESSION TEST RESULTS 􀁃􀁙􀁾􀁉􀁎􀁄􀁅􀁒􀁓􀀠􀁍􀁏􀁾􀁄􀁅􀁄􀀠AND
CURED PER ASTM Cl1, TESTED PER ASTM C39. CAPPED PER ASTM C617 Set # Cylinder # Test Date Age (Days) Max. Load (Ibs) Area (sq. in.) Strength (psi) FC Notes 1 AR072701 08/03/99 7 91340
28.27 3230 U A R072702 08/24/99 28 115870 28.27 4100 U AR072703 08/24/99 28 107500 28.27 3800 U AR072704 08/24/99 discard (1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS
NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE
ASTM STANDARDS: C138, Cl43, Cln. C231 Note: This report IS for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written
consent of TM!. Results apply only to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-88DD Fax: 972·488·8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: id CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed Bell Construction -Doug Teter 8/20/99 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98-050-136 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS
PROJECT DATA Strength (psi): _-=3.:::00::-0:::....._____ Placement Date: 7121/99 Slump (in.): _.....:5:,,-_____ Sampled By: T Risen Air Content (%): 3-6 Weather: Clear Concrete Temp
("F) 100 Supplier/Mix: TXI FIELD DATA SET #1 Ticket#: 1367789 Time Batched: 12:15 Time Sampled: 1:10 ---...:.;...;.;;;...--Slump (in.): 5 Air Content: 4.7 Unit Weight (pcl): ___-:-'"n::::a;::-::-___
Cone. Temp. (OF): 93 Ambient Temp. ('F): 95 Yardage (c.y.): __.....:J:..:a;;;..n;...-O;;.;O'--__ Placement Location: Sidewalks on corner of Arapaho Rd & Arapaho & Spectrum Remarks: FIELD
DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pel): -------Cone. Temp. ('F): Ambient Temp. ('F):----Yardage (c.y.): ________ Placement
Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 Set# Cylinder # Test Date Age (Days) Max. Load
(Ibs) Area (sq. in.) Strength (psi) FC Notes 1 AR072101 7/28/99 7 93600 28.27 3310 U AR072102 8/18/99 28 131775 28.27 4660 U AR072103 8/18/99 28 128471 28.27 4540 U AR072104 Discard
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 26.27 sq. In., UNLESS NOTED ABOVE. (2) TIPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATION$
UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C136, C143, C172, C231 _ /􀁾􀀠Note: This report is for the exclusive use of the Client 􀁡􀁤􀁤􀁲􀁥􀁳􀁳􀁥􀁤􀀮􀁾􀁨􀀧􀀭􀀢􀀢􀀺
􀁩􀀯􀁾􀁨􀀻􀁾􀀬􀁌􀀭􀀼􀀧􀁟􀀮􀀭􀀽􀀽􀀽􀀽􀀽􀁟􀀽􀁟􀁟􀀺􀀺􀀺􀁟􀀺􀀺􀁟􀀽􀁟􀁟􀀺􀁟􀀭􀀭􀀭This report may nol be reproduced except In Its entirety, without 􀁾􀁔􀁅􀁒􀁒􀁁􀀮􀁍􀁁􀁒􀀮Inc, the written consent
of TMI. Results apply only 10 above lests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972·488-8800 Fax: 972-488·8080 id CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: PROJECT; REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements
8/6/99 DC98-050-137 REPORT DISTRIBUTION: Ed Bell Construction -Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS
PROJECT DATA Strength (psi): _..::.3=:00::-'0"--_____ Placement Date: 7/27/99 Slump (in.): Sampled By: Pete W. Air Content (%): Weather: Clear Concrete Temp ('F) Supplier/Mix: Lattimore
FIELD DATA SET #1 TIcket #: 3088739 Time Batched: 1 :53 Time Sampled: ___...!3:.;.:1.:.;5:::.-___ Slump (in.): 4 1/4 Air Content: 3.4 Unit Weight (pef): __:-=--;.;n:::a::--___ Cone.
Temp. (OF): 97 Ambient Temp. ('F): 95 Yardage (c.y.): __􀀱􀀡􀀮􀀺􀀺􀀰􀀧􀀭􀁯􀁾􀁦􀀺􀀮􀀮􀀮􀀱􀀮􀀮􀀺􀀮􀀺􀀰􀀺􀀺􀀮􀀮􀀮􀀺􀀺􀀺􀁣􀁣􀀮􀀢􀀮􀁌􀁹􀀺􀀮􀀮􀀮􀀮__ Placement Location: Sidewalk-S. bound on
Spectrum, in front of building Remarks: FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content Unit Weight (pcf): -------Cone. Temp, ('F): Ambient Temp,
('F):----Yardage (c.y.): ________ Placement Loeation: Remarks: CONCRETE COMPRESSION TEST RESULTS Set# Cylinder # CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED
PER ASTM C617 Test Date Age (Days) Max. Load (lbs Area (sq. in.) StrenQth (psi) FC Notes 1 AR072701 8/3/99 7 91340 28,27 3230 U AR072702 8/24199 28 AR072703 8/24/99 28 AR072704 8/24/99
hold (1) NORMAL CYLINDER SIZE 0' X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl38, C143, Cl72, C231 Note: This report is for the 􀁥􀁾􀁣􀁬􀁵􀁳􀁩􀁶􀁥􀀠use of the Client addressed. This
report may not be reproduced except in its entirety, without the written consent of TML Results apply only to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972·488-8800 cb CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 7/30/99 Huitt-Zollars, Inc. -Kenneth Roberts, P. E. TMI REPORT #: DC98-050-133 Town of Addison -James Pierce, P.E. Town of Addison -Dave
Wilde SPECIFICATIONS PROJECT DATA Strength (psi): --'6:.;:5:.:0:-=/2:..:8=--___ Placement Date: 6/24/99 Slump (in.): _---==5:-____ Sampled By: Air Content ('Yo): Weather: Concrete Temp
C"F) 90 Supplier/Mix: Lattimore/42 FIELD DATA SET #1 Ticket #: 6100633 Time Batched: 11:50 Time Sampled: ___...!.::::..::::::....-___ Slump (in.): 5 Air Content _---,:-=-__ Unit Weight
(pcf): ___-;:;:-:-:-:::-::-___ Cone. Temp. ('F): 90 Ambient Temp. (OF): 95 Yardage (c.y.): __________􀀽􀁾􀀺􀀺􀀮􀀮􀀮􀀮􀀮􀁟__ Sample Location: (Arapaho Road) Right side 16+98 concrete
pavement Remarks: FIELD DATA SET #2 Ticket #: Time Batched:____ Time Sampled: _________ Slump (in.): AirContent____ Unit Weight (pcf): _________ Conc. Temp. ("F): Ambient Temp. CF):____
Yardage (c.y.): _________ Placement Location: Sample Location: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM 031, TESTED PER ASTM ora AgeSet # Beam # Test Date Max.
Load Average Average Modulus of Notes i(Days) (lbs) Rupture (psi) Depth, D Width, B 7/1/99 7 7680 6.30 6401 AR062401 6.00 7/22/99 28 8280 690AR062402 6.00 6.10 (1) SPAN LENGTH OF 18
INCHES, UNLESS NOTED ABOVE. (2) SPECIMgNS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TgSTING. (3) TgST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4)
FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43. Cl72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in
its entirety, without the written consent of TMI. Results apply only to above tests. 
' _________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 Fax: 972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT cb CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements
7/26/99 DC98-050-132 REPORT DISTRIBUTION: Ed Bell Construction -Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS
PROJECT DATA Strength (psi): _..:3..:07-0..:0______ Placement Date: 6/24/99 Slump (in.): __4.:..-______ Sampled By: Moe II Air Content ("!o): Weather: SunnylWarm Concrete Temp ("F) 90
Supplier/Mix: TXJ/9601 FIELD DATASET #1 Ticket #: 1346688 Time Satched: 12:40 Time Sampled: ___..;;12::;:..:5,.:;0___ Slump (in.): 4 Air Content: __-==__ Unit Weight (pcf): ___=--.,.___
Conc. Temp. (oF): 90 Ambient Temp. (oF): 95 Yardage (c.y.): ___1:..:0:....y"'d::,:s'--__ Placement Location: (Arapaho Road) left sidewalk station 63+50 Remarks: FIELD DATA SET #2 Ticket
#: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pcf): --------Conc. Temp. (oF): Ambient Temp. (0F}:----Yardage (c.y.}: ________ Placement Location: Remarks:
CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM cal, TESTED PER ASTM C39, CAPPED PER ASTM C617 Set# Cylinder # Test Date AR062401 7/1/99 1 AR062402 7122/99 AR062403
7/22/99 AR062404 Discard Age (Days) 7 28 28 Max. Load (Ibs) 121410 152120 151330 Area (sq. in.) 28.27 28.27 28.27 (1) NORMAL CYLINDER SIZE 6" x 12:'. AREA 28.27 sq. in., UNLESS NOTED
ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. Strength (psi) 4290 5380 5350 (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4)
FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C13B, Cl43. CI72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in
its entirety, without the written consent of TMI. Results apply only to above tests. FC Notes U U U ,; .. ;-. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488·8800 Fax: 972-488-8080 id CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements
07/29/99 DC98-050-136 REPORT DISTRIBUTION: Ed Bell Construction· Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P. E. Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde
SPECIFICATIONS PROJECT DATA Strength (psi): _-=3"'00"'0"--_____ Placement Date: 07/21/99 Slump (in.): _....,.:5'::-_____ Sampled By: T Risen Air Content (%): _...:3:::-:=:6:--_____ Weather:
Clear Concrete Temp CF) 100 Supplier/Mix: TXI FIELD DATA SET #1 Ticket #: 1367789 Time Batched: 1 Time Sampled: ___--'1"':1..:..0=--___ Slump (in.): 5 Air Content: Unit Weight (pcf):
___:-'-'n::a::-::-___ Conc. Temp. ('F): 93 Ambient Temp. ('F): 95 Yardage (c.y.): __--=Jc;:a::.;n""-O:..;O=--__ Placement Location: Sidewalks on comer of Arapaho Rd & Arapaho & Spectrum
Remarks: FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pcf):--------Conc. Temp. ("F): Ambient Temp. CF): ----Yardage (c.y.): ________
􀁐􀁬􀁡􀁣􀁥􀁭􀁥􀁾􀁮􀁴􀀠Location: Remarks: Set# 1 CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 Cylinder# Test Date
Age (Days) Max. Load (Ibs) Area (sq. in.) AR072101 07/28/99 7 93600 28.27 AR072102 08/18/99 28 AR072103 28 AR072104 hold Strength (psi) 3310 FC Notes U I (1) NORMAL CYLINDER SIZE 6"
X 12". AREA 28.27 sq. in.. UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN
􀁎􀁏􀁔􀁅􀁓􀁾􀀠(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS. C138, Cl43. C172. C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced
except in its entirety, without the written consent of TMJ. Results apply only to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 Fax: 972-488-8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: 'cb CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed Bell Construction -Doug Teter 7/21/99 Huitt-Zollars, Inc, Kenneth Roberts, P,E. DC98-050-130 Town of Addison· James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS
PROJECT DATA Strength (psi): _:::;36=:0::::0'--____ Placement Date: 6/23/99 Slump (in,): __4'--_____ Sampled By: R, Shaheed Air Content ('Yo): Weather: Partly Cloudy Concrete Temp (oF)
Supplier/Mix: TXII9601 FIELD DATA SET #1 Ticket #: 1183575 Time Batched: 2:32 Time Sampled: 4:05----=.!.::.:::..-Slump (in,): 5,25 Air Content: 4,3 Unit Weight (pc!): ---.-:::--:---Cone,
Temp. ("F): 95 Ambient Temp. (OF): 95 Yardage (C,y,): ___􀀱􀁾􀀰􀀺􀀮􀀮􀀮􀁹􀁲􀀮􀀮􀀺􀀺􀁤􀀺􀀮􀀺􀀺􀁳􀁾__ Placement Location: Sidewalk 1/2 W. on Arapaho 50ft from fire department hydrant E,
block FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Slump (in,): Air Content: Unit Weight (pcf): -------Cone, Temp. (OF): ,Ambient Temp. ("F):----Yardage (c.y.): ________
Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C3S, CAPPED PER ASTM C617 Set# Cylinder # Test Date Age (Days)
Max. Load (Ibs) Area (sq, in.) Strength (psi) FC Notes AR062301 6/30/99 7 108050 28.27 3820 U 1 AR062302 6/30/99 7 113060 28.27 4000 U AR062303 7/21/99 28 131660 28.27 4660 U AR062304
7/21/99 28 132480 28.27 4690 U AR062305 Discard (1) NORMAL CYLINDER SIZE 6" X 12", AREA 26.27 sq. in., UNLESS NOTED ABOVE, (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES,
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C136. Cl43. C172, C231 Note: This report is for the
the exclusive use of the Client addressed, This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972·488·8800 cb CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 07102/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050·133 Town of Addison -James Pierce, P.E. Town of Addison -Dave
Wilde SPECIFICATIONS PROJECT DATA Strength (psi): _..;6:..;5:,.:0:........____ Placement Date: 06/24199 Slump (in.): _-..:::5_____ Sampled By: Moe II Air Content ("!o): Weather: CW Concrete
Temp (OF) 90 Supplier/Mix: Lattimore/42 FIELD DATA SET #1 Ticket #: 6100633 Time Balched: 11:50 Time Sampled: ____1:..:2:::.:0;:;5"-___ Slump (in.): 5 Air Content: ---::--::-Unit Weight
(pel): ___-::-::--:-:-::-::-___ Cone. Temp. ("F): 90 Ambient Temp. ("F): 95 Yardage (c. y.): __......;6;:;0::./.:.10"'0"--__ Sample Location: (Arapaho Road) Right side 16+98 concrete
pavement Remarks: FIELD DATASET #2 Ticket #: Time Batched:_____ Time Sampled: _________ Slump (in.): Air Content: _____ Unit Weight (pel): _________ Cone. Temp. ("F): Ambient Temp. ("F):_____
Yardage (e.y.): _________ PlaeementLocatlon: Sample Location: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM cal, TESTED PER ASTM C78 Set # Beam # Test Date Age (Days)
Max. Load (100) Average Depth, D Average Width, B Modulus of Rupture (psi) Notes 1 AR062401 AR062402 07/01/99 07/22/99 7 28 7680 6.00 6.30 640 , (1) SPAN LENGTH OF 18 INCHES, UNLESS
NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS
ARE PER APPLICABLE ASTM STANDARDS; C138, Cl43, C172, C231 Note: This report Is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety,
without the written consent of TMI. Results apply only to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972·488·8800 Fax: 972·488·8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT cb CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements
07/02/99 DC98·050·132 REPORT DISTRIBUTION: Ed Bell Construction· Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde
SPECIFICATIONS PROJECT DATA Strength (psi): _..::3.::.00.::.0=--_____ Placement Date: 06/24/99 Slump (in.): __4'--_____ Sampled By: Moe II Air Content (%): Weather: SunnylWanm Concrete
Temp ("F) 90 Supplier/Mix: TXI/9601 FIELD DATA SET #1 Ticket #: 1346688 Time Batched: 12:40 Time Sampled: ___...:.12::.;.;::5..:;0___ Slump (in.): 4 Air Content: __..,-,,__ Unit Weight
(pct): ___::-::---:-___ Conc. Temp. (OF): 90 Ambient Temp. (OF): 95 Yardage (c.y .): __---'1...:.0-'y..:;d""s___ Placement Location: (Arapaho Road) left sidewalk station 63+50 Remarks:
FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: ----Unit Weight (pct): --------Conc. Temp. (OF): Ambient Temp. (0F):_____ Yardage (c.y.): ________
Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C3l, TESTED PER ASTM C39, CAPPED PER ASTM C6l7 Set# Cylinder # Test Date AR062401 07/01/99
1 AR062402 07/22/99 AR062403 07/22/99 AR062404 Age (Days) Max. Load (Ibs) Area (sq. in.) Strength (psi) FC Notes 7 121410 28.27 4290 U 28 28 Hold i. • 􀁾􀀠.. (1) NORMAL CYLINDER SIZE
6" x 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED
IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, C172, C231 Note: This report is for the exclusive use ofthe Client addressed. This report may not be reproduced
except in its entirety, without the written consent of TMI. Results apply only to above tests. > TERRA-MAR, Inc. 
_________________________________ _ 1 TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUSSOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 Fax: 972-488-8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed Bell Construction -Doug Teter 7/16/99 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98-050-128 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICAnONS
PROJECT DATA strength (psi): _::::.3.:::.50:::;0"-_____ Placement Date: 6/18/99 Slump (in.): _-;-;-4'--:=-_____ Sampled By: J. Tipton Air Content (%): 􀁟􀀴􀁾􀁴􀁯􀀽􀀭􀀶􀀽􀀭_____ Weather:
Partly Cloudy Concrete Temp ('F) 95 Supplier/Mix: FIELD DATA SET #1 Ticket #: 1342402 Time Batched: 11 :38 Time Sampled: 12:25 Slump 0n.): 3 3/4 Air Content: Unit Weight (pcf): ___-;-::--:-___
Conc. Temp. ('F): 85 Ambient Temp. ('F): 81 Yardage (c.y.): 10 yds Placement Location: NW corner of intersection of Arapaho & Tollway, sampl,ed at 5' N. of Arapaho north curb and 200'
W. of Dallas Parkway FIELD DATA SET #2 Ticket #: Time Balched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pcf): --------Conc. Temp. ('F): Ambient Temp. eF):----Yardage
(c.y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYUNDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 Test Date Age (Days)
Max. Load (Ibs) Area (sq. in.) Strength (psi) Set# Cylinder # FC Notes 7AR061801 6/25/99 104350 28.27 3690 U 7 90360 3200AR061802 6/25/99 28.27 U 7/16/99 28 138020 28.27 4880 UAR061803
7/16/99 134770 4770AR061804 28 28.27 U (1) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in.• UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3)
TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, CI43, C112, C231 Note: This report is for the exclusive
use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL, ENVIRONMENTAL, AND CONSTRUCTION MATERIALS TESTING Dallas Fort Worth Houston Lubbock Longview Austin 11050 Ables Lane, Dallas, Texas 75229 Phone; 971-488-8800
Fax: 971-488-8080 DAn.y ACTIVITY OBSERVATION REPORT CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter PROJECT NO.: DC98-050-135
Huitt Zollars, Inc. -Kenneth Roberts, P.E. REPORT DATE: 6/29/99 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde On June 28, 1999, Terra-Mar, Inc. representative, Billy
Robinson, was at the above referenced project to perform concrete inspection and testing on one set of cylinders. TMI representative arrived at project site at 11 :35. The truck was
already empty and the technician waited for another truck for a sample. Left the site at 12:46 and returned to the office. Note: This report is for the exclusive use of the Client addressed.
This report may no! be reproduced e.xcep! in its entirety, without the written consent ofTMI. Results to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972·488·8800 Fax: 972·488·8080 CLIENT; PROJECT; REPORT DATE: TMI REPORT #: cb CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed Bell Construction -Doug Teter 07/01/99 Huitt-Zollars, Inc. Kenneth Roberts, P. E. DC98·050·130 Town of Addison -James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS
PROJECT DATA Strength (psi): _.:::3.::.60=-0"--_____ Placement Date: 06/23/99 Slump (in.); __4:......_____ Sampled By: R. Shaheed Air Content (%); Weather: Partly Cloudy Concrele Temp
("F) Supplier/Mix: TXII9601 FIELD DATA SET #1 Ticket #: 1183575 Time Balched: 2:32 Time Sampled: 4:05--......:..:.=-=--Slump (in.): 5.25 Air Content: 4.3 Unit Weight (pef): ___-:-::----:-___
Cone. Temp. ("F): 95 Ambient Temp. (OF): 95 Yardage (c.y.): ___1:.;:0,-,yc:d:,::d:,::s___ Placement Location: SidewalK 1/2 W. on Arapaho 50ft from fire department hydrant E. blocK FIELD
DATA SET #2 Ticket #: Time Batched: Time Sampled: Slump (in.): AirContent:----Unit Weight (pcf):-------Cone. Temp. (OF): Ambient Temp. (oF): _____ Yardage (c.y.): ________ Placement
Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AlIID CURED PER ASTM 031. TESTED PER ASTM C39. CAPPED PER ASTM C611 Sel# Cvlinder# Test Date Age (Days) Max. Load
(Ibs) Area (Sq. in.) Strength (psi) FC Notes AR062301 06/30/99 7 108050 28.27 3820 U 1 AR062302 06/30/99 7 113060 28.27 4000 U AR062303 07/21/99 28 AR062304 07/21/99 28 AR062305 Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 2Il.21 sq. in., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES" (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl38, Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed" This report may
not be reproduced except in its entirety, without the written consent of TML Results apply only to above tests" 
_________________________________ _ 1 TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lene, Dallas, Texas
75229 Phone:972-488-8800 Fax: 972-488-8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed 8ell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed 8ell Construction -Doug Teter 06/16/99 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98-050-126 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS
PROJECT DATA Strength (psi): Placement Date: 05/19/99 Slump (in.): Sampled By: Moe II Air Content (%): na Weather: Windy! Sunny Concrete Temp CF) 95 Supplier/Mix: Lattimore/42 FIELD
DATA SET #1 Ticket #: 6098024 Time Batched: 11 :40 Time Sampled: ___...:.1...:.1:..::5:..:0'--__ Slump (in.): 2 Air Content: na Unit Weight (pc!): ___-:-':'n::::a=-___ Conc. Temp. (oF):
Ambient Temp. (oF): 85 Yardage (c.y.): ___1.:..;0:....:...70=---__ Placement Location: Driveway left 60+32.18 Remarks: FIELD DATA SET #2 Ticket #: Time Batched: _____ lime Sampled: Slump
(in.): Air Content: Unit Weight (pc!): -------Cone. Temp. ("F): Ambient Temp. (0F}:----Yardage (c.y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS
MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 Age (Days) Max. Load (Ibs) Area (sq. in.) Strength (psi) NotesCylinder # Test Date FeSet# 05/26/99 7 110820 28.27
3920AR051901 U 06/16/99 28 12594028.27 4450AR051902 U 28 131170 28.27 464006/16/99 UAR051903 DiscardAR051904 . (1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS
INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLYWITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, 0231
Note: This report is for the exclUsive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TM!. Results apply only to
above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW WBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction Doug Teter
REPORT DATE: 06117199 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-127 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS PROJECT DATA
strength (psi): _...;6:..:5:-:0'--____ Placement Date: 05119/99 slump (in.): _--=2=--____ sampled By: Moe II Air Content (%): na Weather: Sunny Concrete Temp CF) 80 Supplier/Mix: Lattimorel42
FIELD DATA SET #1 Ticket #: 6098045 Time Batched: 2:00 Time Sampled: ____2::.·:...;.1..::5'--___ Slump (in.): 2 Air Content: na Unit Weight (pct): ___-=-::n;::,a=-=-___ Conc. Temp. ("F):
Ambient Temp. ('F): 90 Yardage (c.y.): ___..::3..::0/-=3..::0___ Placement Location: Midway lot 70-6 and 60+00.6 Sample Location: FIELD DATASET #2 Ticket #: Time Batched:_____ Time Sampled:
_________ Slump (in.): Air Content: _____ Unit Weight (pct): _________ Conc. Temp. ('F): Ambient Temp. ("F): _____ Yardage (c.y.): _________ Placement Location: __________________________________
Sample Location: Set# Beam # CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C3i, TESTED PER ASTM C7a Test Date Age 􀁍􀁡􀁸􀁾􀁥􀁲􀁡􀁧􀁥􀀠Average (Days) (Ibsl epth, 0
Width, B Modulus of Rupture (psi) Notes 1 AR051901 AR051902 OS/26/99 7 7500 6.00 6.25 06/16/99 28 7800 6.00 6.25 625 650 2 (1) SPAN LENGTH OF IS INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS
GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONs UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS:
Ci38, C143, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, withoul the written consenl of TMI.
Results apply only to above lesls. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972·488-8800 Fax: 972-488·8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed Bell Construction -Doug Teter 06/28/99 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98-050-128 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS
PROJECT DATA Strength (psi): _..=3..=5,;:,00=--_____ Placement Date: 06/18/99 Slump (in.): _-,-4'---:-_____ Sampled By: J. Tipton Air Content (%): 4 to 6 Weather: Partly Cloudy Concrete
Temp ("F) 95 Supplier/Mix: FIELD DATA SET #1 Ticket #: 1342402 Time Batched: 11 :38 Time Sampled: 12:25 Slump (in.): 3 3/4 Air Content: Unit Weight (pel): ___-:-:::--:-___ Cone. Temp.
(oF): 85 Ambient Temp. ("F): 81 Yardage (c.y.): 10 yds Placement Location: NW corner of intersection of Arapaho & Tollway, sampl,ed at 5' N. of Arapaho north curb and 200' W. of Dallas
Parkway FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: ----Unit Weight (pel): -------Cone. Temp. CF): Ambient Temp. ("F):_____ Yardage (c.y.):
________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 Set# Cylinder # Test Date Age
(Days) Max. Load (lbs) Area (sq. in.) Strength (psi FC Notes 1 AR061801 06/25/99 7 104350 28.27 3690 U AR061802 06/25/99 7 90360 28.27 3200 U AR061803 07/16/99 28 AR061804 07/16/99 28
I iF11r1(P1[[rrJ[f[(.." , ,..11;... ..},.II .,I " JUt ,6 19991· Ii. 􀀬􀁾􀁪􀁩􀁊􀁾􀀧􀀺􀀺􀀷􀀧􀁛􀁾􀁕􀀠U L:5[i.: ) .......-.... 􀁾􀀠...... ..-..􀁾.......(1) NORMAL CYLINDER SIZE 6" X 12".
AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) TYPE -A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl38, Cl43, Cl72, C231 Nate: This repart is far the exclusive use of the Client addressed. This report may not be reproduced except
in 􀁾􀁳􀀠entirety, without the written consent of TML Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: (972)488-8080
STABILIZED SOIL GRADATION REPORT CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 06/28/99 Huitt-Zollars, Inc.
-Kenneth Roberts, P.E. TMI REPORT#: DC98-050-134 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde Test Method: Tex 101-E Part III Technician: Mike Young Minimum % Passing
1 3/4" Sieve: 100 Date Tested: __0;;..6;;;;.1..;.16;;;;./.;:;9..:.9_________ Minimum % Passing No.4 Sieve: __-=6.::.0___Stabilizing Agent __.::.L:::.im:.:;e:....._________ 1 2 3 Remarks:
Note: This report is for the excfusive use of the Client addressed. This report may not be reproduced except in its entirety. without the written consent of TM!. Results apply only to
above tests. 􀁟􀁾􀁲􀁫􀀮􀁴􀀮 TERRA-, INC. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 cb CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 06/10/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-125 Town of Addison -James Pierce, P.E, Town of Addison -Dave Wilde SPECIFICATIONS PROJECT DATA
Strength (psi): _..,;:6:::;5:::0____ Placement Date: 05/12199 Slump (in.): __4-'-____ Sampled By: J. Tipton Air Content (%): _.....:.;n::;a'--____ Weather: Partly Cloudy Concrete Temp
(oF) na Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: 7070645 Time Batched: 10:47 Time Sampled: ____1'-=2:.:.:1.:.:5::......,___ Slump (in,): 3 1/2 Air Content: 4,3 Unit Weight
(pcl): ___;-;::-;n-3a=-:-___ Conc, Temp, ('F): 86 Ambient Temp, (oF): 82 Yardage (c. y.): __---'1c;::1c;::5,;::0..J.yc;::d.::.s___ Placement Location: South bound lane @Spectrum St.
Sample Location: 200 S of Arapaho Rd on Spectrum St. FIELD DATA SET #2 Ticket #: 7070657 Time Batched: 12:03 Time Sampled: ___-=:1::;=2;;:0____ Slump (in,): 3 3/4 Air Content: 4.7 Unit
Weight (pcl): __--::-::':N"'a=-:-___ Cone. Temp. rf): 88 Ambient Temp. eF): 86 Yardage (c.Y.): __--'2=.9::.;6:....<..yd;::.s=-__ Placement Location: 10'x10' leave out and radius E. of
Addison Rd, on Arapaho Rd, Sample Location: at 10'x10' leave out and radius on E. bound lane on Arapaho Rd. CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED
PER ASTM C7B Set# Beam# Test Date Age (Days) Max. Load (Ibs) Average Depth,D Average Width, B Modulus of Rupture (psi) Notes 1 AR051201 AR051202 05/19/99 06/09/99 7 28 7260 8220 6.05
6.00 6,15 6.10 605 685 2 AR051203 AR051204 05/19/99 06/09/99 7 28 7380 8700 6.05 5.80 6.20 6.10 615 725 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE, (2) SPECIMENS GROUND PRIOR TO
TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: CI38, CI43,
Cln, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety. without • the written consent of TMI. Results
apply onlv to above tests. TERRA-MAR, INC. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone;972-488-8800 Fax; 972-488-8080
CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho Road Improvements Ed Bell Construction -Doug
Teter 06/07/99 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98-050-123 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS PROJECT DATA Strength (psi): _.:::3::,00;:0::..-__
___ Placement Date: 05/03/99 Slump (in.): _-=.5_"______ Sampled By: JS Air Content ('!o): Weather: ClearfWarm Concrete Temp ('F): SupplierfMix: TXI FIELD DATA SET #1 Ticket#: 1304293
Time Batched: _---'-'-='-'-_ Time Sampled: ___...:.:::...:.::.___ Slump (in.): 5" Air Content: __.:.::::.__ Unit Weight (pct): ___...:..::::...___ Cone. Temp. ('F): Ambient Temp. c-F):
__..:.::.__ Yardage (c.y.): ___...:..::::...___ Placement Location: Sidewalk Sidewalk on Arapaho & Quorum Sample Location: FIELD DATA SET #2 Ticket #: Time Batched:_____ Time Sampled:
________ Slump (in.): Air Content: Unit Weight (pct): ________ 􀁣􀁯􀁮􀁣􀀮􀁔􀁥􀁭􀁰􀁾􀁾􀀧􀁾􀀨􀀧􀀺􀁾􀁆􀁴􀁩􀀩􀀬􀀺􀁾􀁮􀀺􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀁟􀁾􀁁􀁾􀁭􀁾􀁢􀀽􀁩􀁾􀁥􀁮􀁾􀁴􀁟􀁔􀁾􀁥􀁾􀁭􀁾􀁰􀁾􀀮􀁾􀁣􀀭􀁾􀁆􀁾􀀩􀀺􀁾
􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾__􀁹􀁾􀁡􀀽􀁲􀁯􀁾􀁡􀀽􀁧􀁾􀁥􀁾􀀨􀁾􀁣􀀮􀀺􀁹􀁾􀀮􀀩􀀮􀁾􀀮􀁾􀀭􀀽􀀭􀀽􀀭􀀽􀀭􀀽􀀭􀀽􀀭􀀽􀀭􀀽􀀭􀀽􀀭􀀽􀀭􀀽􀀭􀀽􀀭􀀽􀀭􀀽􀁾􀁟Placement .. , Remarks: CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39. CAPPED PER ASTM C617 Set# Cylinder # Test Date Age (Days) Max. Load (Ibs) I Area (sq. in.) Strength (psi) Fe Notes I 1 AR050301
A R050302 AR050303 AR050304 05/10/99 05131/99 05/31/99 Discard 7 28 28 86110 121560 120220 28.27 28.27 28.27 3050 4300 4250 U U U (1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in.,
UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE
PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without
the written consent ofTMI. Results apply only to above tests. 
___________________________________ _ 1 TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas,
Texas 75229 Phone:972-488-8800 Fax: 972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements
OS/27/99 DC98-050-124 REPORT DISTRIBUTION: Ed Bell Construction -Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde
SPECIFICATIONS PROJECT DATA Strength (psi): _.::.3.::.00::,;0:........_____ Placement Date: 04/28/99 Slump (in.): Sampled By: Contractor Air Content (%): Weather: ClearlWarm Concrete
Temp CF): Supplier/Mix: TXI FIELD DATASET #1 Ticket #: Time Batched: _____ Time Sampled: ________ Slump (in.): Air Content: _____ Unit Weight (pct): ________ Conc. Temp. CF): Ambient
Temp. (OF): _____ Yardage (c.y.): ________ Placement 􀁌􀁯􀁣􀁡􀁴􀁩􀁯􀁮􀀺􀀮􀀮􀀮􀀮􀀻􀀺􀀮􀁌􀁾􀁩􀀹􀀺􀀺􀀺􀁨􀁣􀀺􀀮􀁴;"p..::o:..:;le:.:s'---:-:--_-:--:-:--_--:-:--:--::-_-::-_-:-________________
Remarks: Cylinders made by contractor no other infonnation given FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pct): --------Conc.
Temp. (OF): Ambient Temp. CF): ----Yardage (c.y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C3l, TESTED PER ASTM C39,
CAPPED PER ASTM C6l7 Age (Days) Max. Load (Ibs) Area (sq. in.) Strength (psi) Set# Cylinder # Test Date FC Notes 87270 309005/05/99 7 28.27 UAR042801 OS/26/99 28 117220 28.27 4150 UAR042802
AR042803 OS/26/99 28 116480 28.27 4120 U discardAR042804 (1) NORMAL CYLINDER SIZE 6" x 12", AREA 2B.27 sq. In., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE
IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C13B, Cl43, C172, C231 Note: This report is
for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA·MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972·488·8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 05/28/99 Huitt·Zoliars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98·050·127 Town of Addison· James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS PROJECT DATA
Strength (psi): _--"6:.::5""0____ Placement Date: 05/19/99 Slump (in.): Sampled By: Moe II Air Content (%): Weather: Sunny Concrete Temp ("F) Supplier/Mix: Lattimore/42 FIELD DATA SET
#1 Ticket #: 6098045 Time Batched: 2:00 Time Sampled: ___-=2"":1:.;:5'--___ Slump (in.): 2 Air Content: na Unit Weight (pcl): ___􀁾􀁮􀀬􀀮􀀢􀁡􀀽􀀭􀀽􀀭___ Conc. Temp. (oF): Ambient Temp.
(OF): 90 Yardage (c.y.): ___-=3"'0/:..;:3:.;:0'-__ Placement Location: Midway lot 70-6 and 60+00.6 Sample Location: FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: _________
Slump (in.): Air Content: _____ Unit Weight (pel): _________ Conc. Temp. (OF): Ambient Temp. (OF):_____ Yardage (c.y.): _________ Placement Location: ___________________________________
Sample Location: . CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PE;R ASTM C31, TESTED PE;R ASTM CTB Set # Beam # Test Date Age Max. Load Average Average Modulus of Notes
(Days) (Ibs) Depth,D Width, B Rupture (psi) 1 AR051901 AR051902 05/26/99 06/16/99 7 28 7500 6.00 6.25 625 2 (1) SPAN LENGTH OF 18 INCHES. UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR
TO TESTING, LEATHER SHIMS USED DURING TESTING. (3);rEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TEsTS ARE PER APPLICABLE ASTM STANDARDS; C138.
Cl43. Cl72. C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety. without the written consent of TMI. Results
apply only to to above tests. 
_________________________________ _ TERRA-MAR. INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972·488·8800 Fax: 972·488·8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed 8ell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed 8ell Construction· Doug Teter 05/28/99 Huitt·Zoliars, Inc, Kenneth Roberts, p, E, DC98·050·126 Town of Addison· James Pierce, P,E, Town of Addison· Dave Wilde SPECIFICATIONS
Strength (psi): 3000 psi Slump (in,): 2 Air Content (%): na Concrete Temp (OF) 75 PROJECT DATA Placement Date: 05/19/99 Sampled By: Moe II Weather: Windyl Sunny Supplier/Mix: Lattimore/42
FIELD DATASET #1 Ticket #: 6098024 Time Batched: _....:...:.:;.:,:::..-_ Time Sampled: ___..,;1.;.1;,,;;:S.,;;0___ Slump (in,): 2 AirContent: __.:.:.:;.__ Unit Weight (pcf): ___....,...::n:::a:::-___
Cone, Temp, (OF): 75 Ambient Temp, (OF): __..::.;;;,__ Yardage (c,y,): ___..,;1,,:,0...:,7.,;;0___ Placement Location: Driveway left 60+32,18 Remarks: FIELD DATA SET #2 Ticket #: Time
Batched: _____ Time Sampled: Slump (in,): Air Content: Unit Weight (pet): -------Cone, Temp, (oF): Ambient Temp, (OF):----Yardage (c,y,): ________ Placement Location: Remarks: CONCRETE
COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER AsTM C39, CAPPED PER ASTM C617 Set# Cylinder # Test Date Age (Days) Max, Load (Ibs) Area (sq, in,) Strength
(psi) FC Notes 1 AR051901 AR051902 AR051903 AR051904 05/26/99 06/16/99 06/16/99 7 28 28 Hold 110820 28,27 3920 U (1) NORMAL CYLINDER SIZE 6" x 12", AREA 28,27 sq, in" UNLESS NOTED ABOVE,
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES, (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES, (4) FIELD TESTS ARE PER APPLICABLE ASTM
STANDARDS: C138, Cl43, Cln, C231 Note: This report is for the E;Xclusive use of the Client addressed, This report may no! be reproduced except in its entirety, without the written consent
of TMI. Results apply only to above tests, 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 05/20/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-121 Town of Addison -James Pierce, P.E Town of Addison -Dave
Wilde S PECIFICA TlONS Strength (psi): _..:;6:.:::5.0:.0____ Slump (in.): _--=-:n.::;a_____ Air Content ('Yo): __􀀳􀁾􀀭􀀮􀀮􀀺􀀺􀀺􀀵􀁾____ Concrete Temp eF) na PROJECT DATA Placement
Date: 04/21/99 Sampled By: EE Weather: Partly CloudyfWindy Supplier/Mix: Ed Bell FIELD DATA SET #1 Ticket #: 25982 Time Batched: 􀁟􀀭􀀧􀀭􀀺􀁾__ Time Sampled: ___-=.8;..::3;..:3____ Slump
(in.): 3 112 Air Content: _---..:::..:::-__ Unit Weight (pc!): ___-::-'=,."..-___ Cone. Temp. ('F): 82 Ambient Temp. ('F): 71 Yardage (c.y.): ___..:::3::;0/c.,:1..:::8___ Placement Location:
Paving-Arapaho Road Station 58+50 (?) FIELD DATA SET #2 Ticket#: Time Batched:_____ Time Sampled: Slump (in.): Air Content: Unit Weight (pel); --------Cone. Temp. ('F): Ambient Temp.
('F):----Yardage (c.y.): _________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Set# Beam # Test Date Age Max.
Load Average Average (Days) (lbs) Depth,D Width, B 1 EBC042101 04/28/99 7 7800 6.05 6.30 EBC042102 05/19/99 28 8760 5.95 6.10 Modulus of Rupture (psi) 650 730 Notes (1) SPAN LENGTH OF
18INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except
in its entirety, without TERA-MAR,TNC. the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 05/25/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-125 Town of Addison James Pierce, P.E. Town of Addison Dave Wilde SPECIFICATIONS PROJECT DATA
Strength (psi): Placement Date: 05/12/99 Slump (in.): Sampled By: J. Tipton Air Content ('Yo): Weather: Partly Cloudy Concrete Temp ("F) Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket
#: 7070645 Time Batched: 10:47 Time Sampled: ____1'-'2:;.:.!.15"---___ Slump (in.): 3 1/2 Air Content: 4.3 Unit Weight (pcf): ___-,;nc.::a=--:-___ Conc. Temp. ("F): 86 Ambient Temp.
('F): 82 Yardage (c.y.): ___􀀱􀀺􀀮􀀺􀀺􀀵􀀺􀀮􀀺􀀺􀀰􀁾􀁙􀁣􀀮􀀺􀀺􀁤􀀺􀀺􀀺􀀺􀀺􀁳___ Placement Location: South bound lane @Spectrum SI. Sample Location: 200 S of Arapaho Rd on Spectrum SI.
FIELD DATA SET #2 Ticket #: 7070657 Time Batched: 12:03 Time Sampled: ___--':1'7:2:.:0'--___ Slump (in.): 3 3/4 Air Content: Unit Weight (pcf): ___=-=-'N,:..a=--:-___ Cone. Temp. ('F):
88 Ambient Temp. ("F): Yardage (c.y.): __--'2:::9::.:6:...Lyd:::s=--:-__ Placement Location: 10'x10' leave out and radius E. of Addison Rd. on Arapaho Rd. Sample Location: at 1 O'x1
0' leave out and radius on E. bound lane on Arapaho Rd. CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED P(;R ASTM C78 Age Max. Load AverageAverage Modulus
of NotesSet# Beam # I Test Date (Days) (Ibs) Depth, D Width, B Ru ptu ra (psi) 7 7260 6.05 6.15 6051 AR051201 05/19/99 28AR051202 06/09/99 7 7380 6.05 6.20 6152 AR051203 05/19/99 28AR051204
06/09/99 (1) SPAN lENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING. LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C143. C172. C231 Note: This report is for the exclusive use of the Client addressed. This
report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 05/25199 Huitt-Zollars, Inc. -Kenneth Roberts, P. E. TMI REPORT #: DC98-050-122 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi):
_...::6;:::5:.;;:.0____ Slump (in.): _---:4_____ Air Content (%): Weather: CloudylWindy Concrete Temp ('F) 80 Supplier/Mix: Ed Bell FIELD DATA SET #1 Ticket #: 26011 Time Batched: _-=:::..:.:-_
Time Sampled: ___...:9:.:.:=.30"--___ Slump (in.): 4 Air Content: 5.0 Unit Weight (pet): ___􀀭􀀬􀀬􀀭􀀺􀀬􀁮􀀺􀀻􀀻􀀻􀁡􀁾􀀭􀀭􀀭Conc. Temp. ("F): 80 Ambient Temp. ('F): 80 Yardage (c. y.):
___..::3:.;;:.01:..:1..::8'--__ Placement Location: L.8 Edwin Lewis St. before stop sign FIELD DATA SET #2 Ticket #: 169750 Time Batched: 11 :50 Time Sampled: ___-'1=2:....::1..=0___
Slump (in.): 2 Air Content: 5.0 Unit Weight (pcf):----=c-:;:----Conc. Temp. (OF): 80 Ambient Temp. (OF): 85 Yardage (c.y.): ___...:3;;;:2:;../8=--___ Placement Location: Exit to Spectrum
and Edwin Lewis Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C7a Test Date Age Max. Load Average Average Modulus of NotesSet# Beam
# (Days) (Ibs) Rupture (psi)Depth, D Width, B 04/29/99AR042201 7 7500 5.95 6.15 625 7A R042202 04/29/99 6960 6.05 6.30 5801 05/20/99 28 6.35A R042203 9120 6.05 760 05/20/99AR042204 28
8880 5.95 6.35 740 04/23/99 1 6.30AR042205 7320 6.00 610 04/29/99 11220 935AR042206 7 5.95 6.25 05/20/99 28 6.10 980AR042207 11760 6.002 05/20/99 11520 960A R042208 28 6.00 6.00 04122199
2 hrs 1200 6.10 100AR042209 6.00 4 hrs 6.20 230AR042210 04/22/99 2760 6.00 (ll SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED
DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, CI43, CI72, C231 Note: This report
is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972·488-8800 Fax: 972-488-8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed Bell Construction -Doug Teter 05/12/99 Huitt-Zollars, Inc. Kenneth Roberts, P. E. DC98-050-123 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS
Strength (psi): 􀁟􀀮􀀺􀀺􀀮􀀮􀀳􀀰􀁾􀀰􀁾􀀰􀀬􀀭􀀭____ Slump (in.): _---"5'-"______ Air Content (%): Weather: ClearlWarm Concrete Temp CF): Supplier/Mix: TXI FIELD DATA SET #1 Ticket #:
1304293 Time Batched:_-,-11c:::2::.:4,--_ Time Sampled: ___....:1.::2:..::4.::..5___ Slump (in.): 5" Air Content: __.:..;n;::.2__ Unit Weight (pcf): ___--"n:;::a____ Cone. Temp. rF):
Ambient Temp. (·F): __..:.7.::..5__ Yardage (c.y.): ___......::n::::a____ Placement Location: Sidewalk on Arapaho & Quorum Sample Location: Sidewalk Arapaho FIELD DATASET #2 Tieket#:
Time Batched:_____ Time Sampled: Slump (in.): Air Content: Unit Weight (pcf):-------Cone. Temp. ("F): Ambient Temp. CF):----Yardage (c.y.): ________ Placement Location: Remarks: Set#
CONCRETE COMPRESSION TEST RESULTS CYUNDE;RS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 CyJinder# Test Date Age (Days) Max. Load (Ibs) Area (sq. in.) Strength
(psi) FC Notes 1 AR050301 A R050302 AR050303 AR050304 05/10199 05/31/99 05/31/99 7 28 28 Hold 86110 28.27 3050 U (1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. In., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM
STANDARDS: C138, CI43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety. without the written consent
of of TM!. Results apply only to above tests. 
_________________________________ _ TERRA·MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972·488-8800 Fax: 972-488-8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed Bell Construction -Doug Teter 05/10199 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98-050-124 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS
PROJECT DATA Strength (psi): _.:::.30=.;0:.:0'--____ Placement Date: 04/26/99 Slump (in.): Sampled By: Contractcr Air Content ('¥o): Weather: ClearlWarm Concrete Temp (OF): Supplier/Mix:
TXI FIELD DATASET#1 Ticket #: Time Batched:_____ Time Sampled: ________ Slump (in.): Air Content:_____ Unit Weight (pcf): ________ Cone. Temp. (OF): Ambient Temp. (OF):_____ Yardage
(c.y.): ________ Placement 􀁌􀁯􀁣􀁡􀁴􀁩􀁯􀁮􀀺􀀭􀀺􀁌􀁾􀁩􀁾􀁧􀀺􀀮􀀮􀀺􀁨􀁴􀀢􀀺􀀬􀁰􀀢􀀬􀀬􀁯􀀺􀀺􀀺􀁬􀀺􀀺􀀺􀀮􀁥􀁳􀀽􀀭􀀭􀀺􀀭􀀺􀀭􀀭􀁟􀀭􀀺􀀭􀀭􀀭􀀺__--:_-:-;_--::----:_______________ Remarks:
Cylinders made by contractor no other information given FIELD DATA SET #2 Ticket #: Time Batched:_____ Time Sampled: ________ Slump (in.): Air Content: Unit Weight (pcf): ________ Cone.
Temp. (OF): Ambient Temp. (OF): ----Yardage (c.y.): ________ Placement Location: Remarks: Set# Cylinder # CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED
PER ASTM C39, CAPPED PER ASTM C617 Test Date Age (Days) Max. Load IIbs Area (sq. in.) Strength (psi) FC Notes 1 AR042601 AR042802 AR042603 AR042804 05/05/99 05/05/99 05/26/99 7 7 26
Ho!d 67270 26.27 3090 U (1) NORMAL CYLINDER SIZE 6" X 12". AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY
WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C143. C1n. C231 Note: This report is for the exClusive use of the Client
addressed. This report may not be reproduced except in its entirety, without the written consent of TM!. Results apply only to above tests. 􀁔􀁅􀁒􀁾􀁁􀁒􀀬Inc. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 04/20/99 Huitt·Zoliars, Inc. -Kenneth Roberts,P.E. TMI REPORT #: DC98-050-106 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi): _...:6::::5::::0:...-____ Slump (in.): __4.;..•..;:6_____
Air Content (%): __4..:.;.:.::5_____ Concrete Temp ('F): PROJECT DATA Placement Date: 03/17/99 Sampled By: J. Perez Weather: CloudylWarm Supplier/Mix: Lattimore FIELD DATA SET #1 TIcket
#: 7067464 Time Batched: na Time Sampled: ___...;:;.9::.;;:3;.::0____ Slump (In.): 6 1/2 Air Content: 4.0 Unit Weight (pcf): ___--...:.n.:;:a::......___ Cone. Temp. (oF): 68 Ambient
Temp. Temp. ('F): 70 Yardage (c.y.): ________ Placement Location: Intersection Addison & Arapho, right lane Remarks: FIELD DATA SET #2 Ticket #: TIme Batched: Time Sampled: Slump (in.):
Air Content:----Unit Weight (pcf):--------Cone. Temp. (OF): Ambient Temp. ('F):----Yardage (c.y.): _________ Placement Location: Remarks' CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED
AND CURED PER ASTM C31, TESTED PER ASTM C78 Set# Beam # Test Date Age (Days) Max. Load (Ibs) Average Average Depth,O Width, B Modulus of Rupture (psi) Notes 1 AR031701 AR031702 03/24/99
04/14/99 7 28 8580 5.90 6.05 715 -'Damaged in field (1) SPAN LENGTH OF 16 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST
RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, Cl72, C231 Note: This report is for the exclusive
use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972·488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 05/03/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC9S-050-122 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICA􀁔􀁉􀁏􀁾􀀠f'I ..
Strength (psi): 4pOOpsi' '50-M4 Slump (in.): 7 4---.:...---Air Content (%): Weather: CloudylWindy Concrete Temp rF) 80 Supplier/Mix: Ed Bell FIELD DATA SET #1 Ticket #: 26011 Time Batched:
9:10 TIme Sampled: ___-'9:.:.:3:::0"--___ Slump (in.): 4 Air Content: 5.0 Unit Weight (pcl): ___..,..:.;n"'a..,.-___ Cone. Temp. (OF): 80 Ambient Temp. ('F): SO Yardage (c.y.): ___3:::0:::./..:.:18::
:....__ Placement Location: L.S Edwin Lewis SI. before stop sign FIELD DATA SET #.2 Ticket#: 169750 Time Batched: 11:50 Time Sampled: ___..:.12::.::...:1..:;0___ Slump On.): 2 Air Content:
5.0 Unit Weight (pcl): ___􀀭􀀽􀁾􀀭􀀭Cone. Temp. ('F): 80 Ambient Temp. (OF): S5 Yardage (c.y.): ___...;3:.:2:::./S"--___ Placement Location: Exit to Spectrum and Edwin Lewis Remarks:
CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM 078 Set# Beam# Test Date Age (Days) Max. Load (100) Average Depth, D Average Width, B Modulus of
Rupture (psi) Notes 1 AR042201 AR042202 AR042203 AR042204 AR042205 04/29/99 04/29/99 05120199 05/20/99 04/23/99 7 7 28 28 1 7500 6960 7320 5.95 6.05 6.00 6.15 6.30 6.30 625 580 610 2
AR042206 AR042207 AR042208 AR042209 AR042210 04/29/99 05/20/99 05/20/99 04/22/99 04/22/99 7 28 28 2 hrs 4 hrs 11220 1200 2760 5.95 6.00 6.00 6.25 6.10 6.20 935 100 230 (1) SPAN LENGTH
OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl38, C143, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except
in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUaaOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972·488.8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 04126199 Huitt-Zollars, Inc. -Kenneth Roberts, P .E. TMI REPORT #: DC98-050-115 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICAnONS Strength (psi):
__6::::5"'0'-____ Slump (in.): 3-5 Air Content (%): --:;;.5-""'7,----Concrete Temp ('F) 95 PROJECT DATA Placement Date: 03126/99 Sampled By: B. Jones Weather: Sunny Supplier/Mix: Lattimore
FIELD DATA SET #1 Ticket #; 068268 Time Batched: 9:13 Time Sampled: 9:56 Unit Weight (pc!): ----=-n"'ac:....--Slump (in.): 41/2 Air Content: 5.19 Conc. Temp. ('F): 64 Ambient Temp, ('F):
55 Yardage (c.y.): ___::.;90::./3::.;0:.;:6:......__ Placement Location: 330 ft from intersection Arapaho Rd @Tollway station 63 + 00 FIELD DATA SET #2 Ticket #: Slump (in.): 068285
4 Time Batched: Air Content: 11 :15 6.3 Time Sampled: 12:00 Unit Weight (pc!): ----===--Cone. Temp. ('F): 66 Ambient Temp. ('F): 70 Yardage (c.y.): ___--'1.:.44"-___ Placement Locetion:
Arapaho Road at station 62 + 00 Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Set# Beam # Test Date Age (Days) Max. Load (lbs) Average
Depth,D Average Width, B Modulus of Rupture (psi) Notes 1 AR032601 AR032602 04/02199 04/23199 7 28 7680 8820 5.90 5.95 6.35 6.30 640 735 2 AR032603 AR033004 04/02199 04/23199 7 28 7620
9780 5.80 6.05 6,15 6,10 635 815 --(1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE, (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY
WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C136, Cl43, C172, C231 Note: This report is for the exclusive use of the Client
addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 04/28/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-121 Town of Addison -James Pierce, P.E. Town of Addison -Dave
Wilde SPECIFICATIONS Strength (psi): 650 Flex Slump (in.): Air Content ('Yo): 3-5 Weather: P. CloudylWindy Concrete Temp ("F) Supplier/Mix: Ed Bell FIELD DATA SET #1 Ticket #: 25982
Time Batched: 7:45 Time Sampled: ___-=:.8::..::3c.::3____ Slump (in.): 3 1/2 Air Content: 4.0 Unit Weight (pct): ___--..:n.:o8:......___ Conc. Temp. eF): 82 Ambient Temp. eF): 71 Yardage
(c.y.): ___-:9:.-___ Placement Location: Paving -Arapaho Road St8 58+50 FIELD DATA SET #2 Ticket #: #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pet):
--------Cone. Temp. ("F): Ambient Temp. eF): ----Yardage (c.y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER
ASTM C7B Set# Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture (psi) Notes 1 AR042101 AR042102 04128/99 05/19/99 7 28 7800 6.05 6.30 650
(1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USEO DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS
INDICATED IN NOTES, (4) FIELD TESTS ARE PER APPLICA8LE ASTM STANOARDS: C138, C143, C172, C231 Note: This report is for the exclusive use of the Client addrassed. This report may not
be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972·488·8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction Doug Teter
REPORT DATE: 04/28/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E TMI REPORT #: DC98-050-121 Town of Addison -James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS strength (psi):
_...:6:;::5.::.0____ Slump 􀁾􀁮􀀮􀀩􀀺􀀠Air Content (%): _....:3::..·5=--____ Concrete Temp ("F) PROJECT DATA Placement Date: 04121/99 Sampled By: EE Weather: P. CloudylWindy Supplier/Mix:
Ed Bell FIELD DATA SET #1 TIcket#: 7068521 Time Batchecl: 7:45 Time Sampled: ___.....:::8.:..;:3:::3:...-___ Slump (in.): 2 Air Content: 4.0 Unit Weight (pcf): ___......:nc;:a=-___ Conc.
Temp. ('F): 78 Ambient Temp. ('F): 71 Yarclage (c.y.): ___--'9=--___ Placement Location: Median of Arapaho Road FIELD DATA SET #2 Ticket #: 6094472 TIme Batchecl: 12:51 Time Sampled:
___.....::::2:..::0:..:0'--___ Slump (in.): 1 1/2 Air Content: 4.0 Unit Weight (pet): __--::=-:::::=__ Cone. Temp. ("F): 76 Ambient Temp. CF): 88 Yardage (c.y.): __􀀭􀀭􀀮􀀺􀀱􀁾􀀰􀀰􀀮􀀺􀀺􀀮􀀭􀀮􀀺􀀲􀀺�
�􀀺􀁯􀁯􀀺􀀮􀀺􀀺􀀮􀀮__ Placement Location: Median of Arapaho Road Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDEDANO CURED PER ASTM C31, TESTED PER ASTM C18 Set# Beam # Test Date
Age (Days) Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture (psi) Notes 1 AR040501 AR040S02 04/28/99 OS/19/99 7 28 7260 7740 6.05 S.95 6.20 6.0S' 605 645 • ., Does
not meet specification 2 AR040S03 AR040S04 04/28/99 OS/19/99 7 28 7200 8640 S.9S 6.00 6.30 6.35 600 720 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO
TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143,
C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproducecl except in its entirety. without the written consent of TMI. Results
apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS OCK AUSTIN 11050 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction
REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction· Doug Teter REPORT DATE: 04/28/99 Huitt·Zoliars, Inc .. Kenneth Roberts. P.E. TMI REPORT #: DC98·050·116
Town of Addison· James Pierce. P.E. Town of Addison· Dave Wilde SPECIFICATIONS Strength (psi): 􀁟􀁾􀀶􀀺􀀮􀀻􀀺􀀵􀀢􀀬􀀰____ Slump (in.): Air Content (%): Concrete Temp ("F) 95 PROJECT
DATA Placement Date: 03/30/99 Sampled By: John Sullivan Weather: Cloudy Supplier/Mix: Ed Bell FIELD DATA SET #1 Ticket #: 25656 Time Batched: na Time Sampled: ____1:..1:.:;:3::;0::...___
Slump (in.): 2 Air Content: 3.5 Unit Weight (pcl): ___...:.;n:.:;a____ Yardage (c.y.): _________Conc. Temp. ("F): 65 Ambient Temp. ("F):-::--::-::-::-::-_ Placement Location: East side
of Arapaho Road, station 59+00 Remarks: FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pcl): --------􀁃􀁯􀁮􀁣􀀮􀁔􀁥􀁭􀁰􀀻􀁾􀀮􀀩􀀨􀀢􀁾􀀺􀁾􀁆􀁵􀀩􀀬
􀀺􀁾􀁮􀀺􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾􀁁􀁾􀁭􀁾􀁢􀁾􀁩􀁥􀁾􀁮􀁾􀁴􀁾􀁔􀁾􀁥􀁭􀁾􀁰􀀮􀁾􀁻􀁾􀂷􀁆􀀩􀁾􀀺􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀀽􀁾_____􀁙􀁾􀁡􀀽􀁲􀁯􀀽􀁡􀀽􀁧􀀽􀁥􀁾􀀨􀀽􀁣􀁾􀀮􀁹􀁾􀀮􀀩􀁾􀀺􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀁾Placement
.., Remarks' CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PERASTM C31, TESTED PER ASTM C1a Set# Beam # Test Date 1 AR033001 AR033002 AR033003 AR033004 04/06/99 04/06/99 04/27/99
04/27/99 Age (Days) 7 7 28 28 Max. Load (Ibs) 7680 7980 8400 8760 (1) SPAN LENGTH OF 16 INCHES. UNLESS NOTED ABOVE, Average Depth, D 6.00 6.05 6.05 6.05 Average Width, B 6.00 6.05 6,20
6,25 (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES, (4) FIELD TESTS ARE PER
APPLICABLE ASTM STANDARDS: C138, Cl43, Cl12. C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without
the written consent of TMI. Results apply only to above tests, Modulus of Notes Rupture (psi) 640 665 700 730 ; -. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 04/26/99 Huitt-Zollars, Inc. -Kenneth Roberts, P .E. TMI REPORT #: DC98-050-114 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi):
650 Slump (in.): 􀀭􀀢􀀧􀀺􀀳􀁾􀀭􀀺􀀻􀀻􀀧􀀵􀀭􀀭􀀭Air Content ('Yo): _....:;,5-"'7_____ Concrete Temp ("F) 95 PROJECT DATA Placement Date: 03/25/99 Sampled By: 8. Jones Weather. Sunny Supplier/Mix:
lattimore FIELD DATA SET #1 Ticket #: 068166 Time 8atched: 8:40 Time Sampled: 7 Slump (in.): 4 1/2 Air Content: 3.0 Unit Weight (pcf): ---....::n='a:"---Cone. Temp. ("F): 65 Ambient
Temp. eF): 91 Yardage (c.y .): ___.::.;63""/:=,;30:.,:0'--__ Placement Location: 100 ft from Intersection Tollway & Arapaho Rd Second air test @99 yards was 5.1 % FIELD DATA SET #2 Ticket
#: Slump (in.): 068230 5.00 Time Batched: Air Content: 2:31 4.1 Time Sampled: 3:00 Unit Weight (pet): ----:.n:.:a-=----Conc. Temp. (oF): Ambient Temp. ('F): 90 Yardage (c.y.): ____n:.:;a=--___
Placement Location: 225 feet from intersection of Tollway and Arapaho Rd. Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Set# Beam
# Test Date Age (Days) 7 28 Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture (psi) 690 685 Notes 1 AR032501 AR032502 04/01/99 04122199 8280 8220 6.00 6.05 6.20 6.00
2 AR032503 AR032504 04/01/99 04/22199 7 28 8760 9480 6.10 5.95 6.00 6.15 730 790 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS
USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, Cl72, =1 Note: This
report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the wrillen consent of TMI. Results apply only to above tests.

East TERRA-MAR. INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:
(972)488-8080 STABILIZED SOIL GRADATION REPORT CLIENT: Ed 8ell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed 8ell Construction -Doug Teter REPORT DATE: 04/21/99 Huitt-Zollars,
Inc. Kenneth Roberts, P.E. TMI REPORT#: DC98-050-118 Town of'Addison -James Pierce, P.E. Town of Addison -Dave Wilde Test Method: Technician: M. Kashem 􀀭􀀭􀁾􀁾􀁾􀁾􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Minim
um % Passing 13/4" Sieve: 100 Date Tested: __-=-04..::/.'-1=9/'-"9"'9_________________ Minimum % Passing No.4 Sieve: ____-=6"'0___Stabilizing Agent ___..::L:::.im"'e==-_______________
Rd station 159 + 00 100 69.5 South 18 + 00 100 60.32 16+75 100 68.73 Remarks: Nate: This report is for the exclusive use of the Client addressed, This report may not be reproduced except
in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS Dallas Fort Worth Houston Austin Longview Lubbock 11050 Ables Lane, Dallas, Texas 75229 Phone: 972-488-8080 Fax: 972-488-8080
UME TREATED SOIL THICKNESS DETERMINATIONS Client: Ed Bell Construction Distribution: Project: Arapaho Road Improvements Ed Bell Construction -Doug Teter Report No.: DC98-050-120 Report
Date: 02126/99 \ Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Result
apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-4BB-BBOO SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 04/21/99
Huitt Zollar, Inc. -Kenneth Roberts, p, E. TMI REPORT NO.: DC98-050-119 Town of Addison -James Pierce, P,E. Town of Addison -Dave Wilde, P.E. SPECIFICATIONS TEST DATA Percent Compaction:
95+ Date Tested: --:,.;0::..4::;/2:::0""1""99"_____ Moisture Content (%J: Opt. + Technician: M. Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRIPTION OPTIMUM
MOISTURE (%) MAX. DRY DENSITY (pel) 5 ASTMD698 Lime Treated Brown Clay w/Gravel 25.7 93,6 7 ASTMD Treated Brown Clav 36.6 80,6 IN·PLACE TeST RESULTS DENSITY AND MOISTURE TESTS ARE PER
ASTM D2922, D3017, RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF, CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 3 Grade Grade Grade S. Bound Spectrum Rd @18 + 00 S. Bound Spectrum
Rd @17 + 00 E, Bound Arapaho Rd @159 + 00 5 5 7 26.0 26.6 35.8 90.8 89.9 79.1 ,i 97.0 96.0 98.1 GAUGE 1.0,: 10746 STD, DENSITY COUNT: 2537 STD, MOISTURE COUNT: _--"5,,,0=-9__ "R-AFTER
TEST NUMBER INDICATES RETEST, "INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS: _______________________________________ Note: This report is for the exclusive use of
the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests, 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lene, Dallas, Texas 75229 Phone:972·488·8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 04114/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050·117 Town of Addison· James Pierce, P .E. Town of Addison· Dave Wilde SPECIFICATIONS Strength (psi):
_...:6:..:5c:;0____ Slump (in.): 2 Air Content (%): --;4.""6:-----Concrete Temp (oF) 55 PROJECT DATA Placement Date: 04/05/99 Sampled By: BR Weather: Sunny/Cloudy Supplier/Mix: Lattimore
FIELD DATA SET #1 Ticket #: 7068521 TIme Batched: 􀁟􀀭􀀬􀀱􀀽􀀺􀀲􀀺􀁾􀀰􀀸􀀽􀀭􀀭􀁟􀀠Slump (in.): 2 Air Content: 4.0 Conc. Temp. (oF): 78 Ambient Temp. CF): --:8;:;8::-Placement Location:
Median of Arapaho Road Time Sampled: ___.....:.1;:..::1..:;5____ Unit Weight (pct): ___-;:-'n.;:a;,.,,-___ Yardage (c.y.): ___...:0:;.,.•.:..10;:,:0'--___ FIELD DATA SET #2 Ticket #:
6094472 Time Batched: 12:51 Time Sampled: 2:00 Slump (in.): 1 1/2 Air Content: 4.Q Unit Weight (pct):---....:.:.=----Conc. Temp. (oF): 76 Ambient Temp. CF): 88 Yardage (c.y .): __.....:.1:,.:0.::,0·.
::2.::,00"--__ Placement Location: Median of Arapaho Road Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Max. Load Average Modulus
ofTest Date Age Average NotesSet # Beam # (Days) (lbs) Depth, D Width, B Rupture (psi) 7260AR040501 04112199 7 6.05 6.20 6051 i 28AR040502 05/03/99 . i , !: ! AR040503 04112199 7 7200
5.95 6.30 600 AR040504 2 05/03199 28 i . ! II (1) SPAN LENGTH OF 16 INcHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS
COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C136, Cl43, C112, C231 Note: This report is for the exclusive use of
the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results applv only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972·488-8800 Fax: 972·488·8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements 04/13/99 DC98·050·105 REPORT DISTRIBUTION:
Ed Bell Construction· Doug Teter Huttt·Zollars, Inc. Kenneth Roberts, P.E. Town of Addison· James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS Strength (psi): 􀁟􀁾􀀴􀀰􀀢􀀬􀀰􀀻􀀺􀀺􀀮􀀰_____
Slump (in.): 3·5 Air Content (,,10): --47..;:;6-----Concrete Temp ('F) 95 PROJECT DATA Placement Date: 03/15/99 Sampled By: B. Jones Weather: Sunny SupplierlMix: Lattimore FIELD DATA
SET #1 Ticket #: 67572 Time Batched: 2:59 Time Sampled: 3:40 Slump (in.): 3 Air Content: 4.5 Unit Weight (pcf): Conc. Temp. rF}: 65 Ambient Temp. ('F): 69 Yardage (c.y.):----:::8/"'8---Placement
Location: Piers for traffic lights, NW & SW comer of Arapaho @Addison + 1 pier approx. 150 yds from intersection Remarks: Concrete was 1.5 hours late FIELDDATASET# Ticket #: Time Batched:
Time Sampled: Slump (in.): Air Content: ----Unit Weight (pet): -------Cone. Temp. ('F): . Ambient Temp. ("F):_____ Yardage (c.y.): ________ Pla<;ement Location::-.,-,_-,-__________________________-'-
______ Remarks: Set# Cylinder # CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM 031, TESTEO PER ASTM 039, CAPPEO PER ASTM C617 Test Date Age (Days) Max. Load (Ibs)
Area (sq. in.) Strength (pSi) FC Notes 1 AR031501 AR031502 AR031503 03/22199 04/12199 Discard 7 28 148320 155560 28.27 28.27 5250 5500 U U , (ll NORMAL CYLINDER SIZE 6" X 12", AREA 28.27
sq, in., UNLESS NOTED ABOVE. (Z)"TYPE -A" CONE fRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST'RESULTS COMPLY WrFH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD
TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl38, Cl43, Cl72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not not be reproduced except in its
entirety, without the written consent of TMI. Resulls apply only to above lesls. TERRA': R;lnc. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW WBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone;972-488-8800 Fax; 972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements
04119/99 DC98-050-107 REPORT DISTRIBUTION: Ed Bell Construction -Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde
SPECIFICATIONS PROJECT DATA Strength (psi): _...::3-;:.0=;00"--_____ Placement Date: 03/19199 Slump (in.): __3;;;.-...:.4______ Sampled By: B. Pink Air Content (%): Weather: Overcast
Concrete Temp COF) 95 Supplier/Mix: TXI FIELD DATA SET #1 Ticket#: 1265633 Time Batched: 8:20 Time Sampled: ___.:..1=-0::;::3;;;.0___ Slump (in.): 3 Air Content: Unit Weight (pet): Conc.
Temp. (OF): 70 Ambient Temp, (OF): 56 Yardage (c,y,): ----=2"'"0@=3"'"0--Placement Location: 1 000 It E. E. of Addison Rd, on Arapaho W,B, sidewalk in front of Dart Remarks: 1800 ft,
E, of Addison Rd, on Arapaho W,B. sidewalk in front on Dart FIELD DATA SET # Ticket #: Time Batched: _____ Time 􀁓􀁡􀁭􀁰􀁬􀁥􀁤􀁾􀀧􀀠Slump (in.): Air Content: Unit Weight (pcf):' .......-------Conc,
Temp, ("F): Ambient Temp. (0F):----Yardage (c.y.):_;: _______ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM
C39, CAPPED PER ASTM C617 Set# : Cylinder # Test Date Age (Days) Max. Load (100) Area (sq. in.) Strength (psi) FC Notes 1 AR031901 AR031902 AR031903 03/26199 03126199 04/16/99 7 7 28
93400 90240 122820 28.27 28.27 28.27 3300 3190 4340 U U U AR031904 04116/99 28 120540 28.27 4260 U (1) NORMAL CYLINDER SIZE S" X 12", AREA 28,27 sq. in" UNLESS NOTED ABOVE, (2) TYPE
"A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATIED IN NOTES, (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS:
C138, CI43. CI72. C231 Note: This report is for the exclusive use of the Client addressed, This report may not be reproduced except in its entirety, without the written consent of TMI.
Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: 972-488-8080
CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho Road Improvements Ed Bell Construction -Doug
Teter 04/20/99 Huitt-Zollars, Inc. Kenneth Roberts, P.E. De9S-0S0-108 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS strength (psi): _.:::30::;,;0::'0'--____
Slump On.): __3::---:;5______ Air Content (%): 􀁟􀁾􀀴􀀭􀀶􀀮􀀮􀀺􀀺􀀭______ Concrete Temp (OF) 98 PROJECT DATA Placement Date: 03/22199 Sampled By: D. Bell Weather: Sunny/82 Supplier/Mix:
TXI FIELD DATA SET #1 Tieket#: 1267092 Time Batehed: 1:10 Time Sampled: ___....;1"":3=.;0"--___ Slump (in.): 2 1/2 Air Content: 5.5 Unit Weight (pef): ___...:.:.n;a____ Cone. Temp. ("F):
76 Ambient Temp. (oF): 80 Yardage (e.y.): ____1.:.,:0'--___ Placement Location: Station 49 + 90 Eastbound Arapaho Rd. sidewalk Remarks: 􀁾FIELD DATA SET# ,. Ticket #: Time Batched: Time
'Sampled:" ., Slump (in.): Air Content:-----Unit Weight (pef):·.,..·.-------Cone. Temp. ("F): Ambient Temp. ("F):-----Yardage (c.y.): ________ Placement Loeation:__________________________________
Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 Set# Cylinder # Test Date Age (Days) Max. Load (Ibs) Area
(sq. in.) Strength (psi) FC Notes 1 A R03220 1 03/29/99 7 103170 28.27 AR032202 04/19/99 28 129000 28.27 AR032203 04/19/99 28 122930 28.27 AR032204 discard 3650 4560 4350 U U U (I) NORMAL
CYLINDER SIZE 6" X IT, AREA 28.21 sq.•n., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS
INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. CI43, CI72, C231 Note: This report ;s for the exclusive use of the Client addressed. This report may not
be reproduced except in its enUrety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 04101/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-114 Town of Addison -James Pierce, PE Town of Addison -Dave Wilde SPECIFICATIONS PROJECT DATA
Strength (psi): Placement Date: 03/25199 Slump (in.): Sampled By: B. Jones Air Content (%): Weather: Sunny Concrete Temp (OF) SupplierlMix: Lattimore FIELD DATASET#1 Ticket #: 068166
Time Batched: 8:40 Time Sampled: 9:17 Slump (in.): 4 1/2 Air Content: 3.0 Unit Weight (pc!): ----=-n':-'a-"----Conc. Temp. ("F): 65 Ambient Temp. CF): 91 Yardage (c.y.): ___::;631=30::.;:0'--__
Placement Location: 100 ft from intersection Tollway & Arapaho Rd Second air test @99 yards was was 5.1 % FIELD DATA SET #2 Ticket #: 068230 Time Batched: 2:31 Slump (in.): 5.00 Air
Content: 4.1 Conc. Temp. (OF): 67 Ambient Temp. ("F): 90 Placement Location: 225 feet from intersection of Tollway and Arapaho Rd. Remarks: Time Sampled: 3:00 Unit Weight (pcf): ----=::;:.;:---Yardag
e (c.y.): ____n:.:;a=--___ CONCRETE COMPRESSION TEST RESUL TS BEAMS MOLDED AND CURED PER ASTM C3l, TESTED PER ASTM C78 Set# Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth,
D Average Width, B Modulus of Rupture (psi) Notes 1 AR032501 AR032502 04101/99 04122199 7 28 8280 6.00 6.20 690 2 AR032503 AR032504 04/01199 04122199 7 28 8760 6.10 6.00 730 (1) SPAN
LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED
IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTMSTANDARDS: C138. Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without ERRA-MARJ 􀁾􀀮􀀠the
written consent of TMI. Results apply only to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 04/07/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC9S-0S0-116 Town of Addison -James Pierce. P.E. Town of Addison -Dave
Wilde SPECIFICATIONS strength (psi): _...:6"'5"'-0____ slump (in.): Air Content (%): Concrete Temp ("F) PROJECT DATA Placement Date: 03/30/99 Sampled By: John Sullivan Weather: Cloudy
Supplier/Mix: Ed Bell FIELD DATASET #1 Ticket #: Slump (in.): 25656 2 Time Batched: Air Content: na 3.5 Time Sampled: 11:30 Unit Weight 􀀨􀁰􀁣􀁦􀀩􀀺􀀭􀀭􀀭􀀭􀀧􀀭􀁮􀀧􀀺􀀧􀀺􀁡􀁾􀀭􀀭Cone.
Temp. ("F): 65 Ambient Temp. ("F): -::-::-::c;::--Yardage (c.y.): ________ Placement Location: East side of Arapaho Road, station 59+00 FIELD DATA SET #2 Ticket #: Time Batched: _____
Time sampled: Slump (in.): Air Content: Unit Weight (pef): --------Cone. Temp. ("F): Ambient Temp. (CF):----Yardage (e.y.): _________ Placement Loeation: Remarks: CONCRETE COMPRESSION
TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C78 Set# Beam # Test Date Age (Days) Max. Load Average (Ibs) Depth. D Average Width, B Modulus of Rupture (psi) Notes
1 AR033001 AR033002 AR033003 AR033004 04/06/99 04/08/99 04/27/99 04127/99 7 7 28 28 7680 6.00 7980 6.05 8.00 6.05 640 665 (1) SPAN LENGTH OF 18 INCHES. UNLESS NOTED ABOVE. (2) SPECIMENS
GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS:
C138, Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI.
Results apply only to above tests. TERRA-MAFf,iN. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CUENT: Ed Sell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Sell Construction -Doug Teter
REPORT DATE: 04/07/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-115 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi):
__6;:5::,:0:--____ Slump (in.): 􀁟􀁾􀀳􀀭􀀭􀀽􀀵􀀧􀀭􀀭􀀭􀀭Air Content (%): _--';;5--::7_____ Concrete Temp ("F) 95 PROJECT DATA Placement Date: 03126/99 Sampled Sy: S. Jones Weather: Sunny
Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: 068268 Time Satched: 9:13 Time Sampled: 9:56 Slump (in.): 41/2 Air Content: 5.19 Unit Weight (pcf):----"n"'a'-=----Conc. Temp. ('F):
64 Ambient Temp. ('F): 55 Yardage (c.y.): ___.;;;.90:;:./.:;;30=.;6'---__ Placement Location: 330 ft from intersection Arapaho Rd @Tollway station 63 + 00 FIELD DATA SET #2 Ticket #:
068285 Time Satched: 11 :15 Time Sampled: 12:00 Slump (in.): 4 Air Content: 6.3 Unit Weight (pcf): -----=-==---Conc. Temp. ('F): 66 Ambient Temp. ('F): 70 Yardage (c.y.): ___-'-14.:.c4'---___
Placement Location: Arapaho Road at station 62 + 00 Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOI.DED AND CURED PER ASTM C3l, TESTED PER ASTM C78 Set# Beam # Test Dale Age (Days)
Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture 􀀨􀁰􀁳􀁾􀀠Notes 1 AR032601 AR032602 04/02199 04/23/99 7 28 7680 5.90 6.35 640 2 AR032603 AR033004 04/02199 04123199
7 28 7620 5.80 6.15 635 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT
SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C136, CI43, C172, C231 Note: This report is for the exclusive use of the Client addressed.
This This report may not be reproduced except in its entirety, without ERRA-MAR, I C. the written consent of TML Results apply only to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane. Dallas, Texas
75229 Phone:972-488·8800 Fax: 972·488·8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed Bell Construction· Doug Teter 04/08/99 Huitt·Zoliars, Inc. Kenneth Roberts, P.E. DC98·05Q-104 Town of Addison· James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS
Strength (psi): 􀁟􀀮􀀮􀀮􀀺􀀳􀁾􀀰􀀰􀁾􀀰􀁾_____ Slump (in.): __3"".,;:.5______ Air Content (%): __􀀴􀀮􀀻􀀬􀀮􀁾􀀶􀀭􀀭􀀭􀀭􀀭Concrete Temp (oF) 95 PROJECT DATA Placement Date: 03/10/99 Sampled
By: Contractor Weather: Partly Sunny Supplier/Mix: TXI FIELD DATA SET #1 Ticket #: Time Batched: _.....:.1=.'2,;::0.;;.0__ Time Sampled: 12:32 Slump (in.): 3 Air Content: __-=4.",5__
Unit Weight (pet): ---.:.:::=---Cone. Temp. ("F): 65 Ambient Temp. ("F): __..:.7.::,3__ 3__ Yardage (c.y.): ___-'.:10::.:;/2"'0'--__ Placement Location: Station 65 + 00, right 25 Remarks:
FIELD DATA SET #.2 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pet):--------Conc. Temp. CF): Ambient Temp. ('F): ----Yardage (c.y.): ________ Placement
Location: Remarks: CONCRETE COMPRESSION TEST RESULTS I CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C611 'Sel# Cylinder # Test Date Age (Days) Max. Load
(lbs) Area (sq. in.) IStrength (psi) I 1 AR031 002 03/17/99 7 101930 28.27 3610 AR031003 04/07/99 28 135010 28.27 4780 FC Notes U, U I , , ! i ! , , , ! i i I I , I (1) NORMAL CYLINDER
SIZE 6" X 12", AREA 28,27 sq. In.. UNLESS NOTED ASOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES, (3) TEST RESULTS COMPLY WITH PROJECT SPEciFICATIONS UNLESS INDICATED
IN NOTES, (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl38. Cl43, Cl72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced
except in its entirety, without the written consent of TM!. Results apply only to above lests. fERRA.:MA ,Inc. 
___________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972·488·8800 Fax: 972-488-8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed Bell Construction -Doug Teter 03129/99 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98-050-107 Town of Addison· James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS
PROJECT DATA Strength (psi): 􀁟􀀮􀀺􀀺􀀺􀀺􀀳􀀰􀀺􀀺􀀺􀀰􀀺􀀻􀀮􀀰􀁾____ Placement Date: 03/19/99 Slump (in.): 3-4 Sampled By: B. Pink Air Content (%): --=...:...------Weather: Overcast Concrete
Temp ('F) 95 Supplier/Mix: TXI FIELD DATA SET #1 Ticket #: 1265633 Time Batched: 8:20 Time Sampled: ___..:.1",0:",,3.:;.0___ Slump (in.): 3 Air Content: Unit Weight (pct): Conc. Temp.
('F); 70 Ambient Temp. ('F): 56 Yardage (c.y.): ----:2""0"'@""3""O,.--Placement Location: 1 000 ft. E. of Addison Rd. on Arapaho W.B. sidewalk in front of Dart Remarks: 1800 ft. E. of
Addison Rd. on Arapaho W.B. sidewalk in front on Dart FIELD DATA SET # Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pet): -------Cone. Temp. ('F):
Ambient Temp. ('F):----Yardage (c.y.): ________ Placement Location: Remarks: Set# Cylinder # CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM
C39, CAPPED PER ASTM C617 Test Date Age (Days) Max. Load (Ibs) Area (sq. in.) Strength (pSi FC Notes 1 AR031901 AR031902 AR031903 AR031904 03/26/99 03/26/99 04/16/99 04/16/99 7 7 28
28 93400 90240 28.27 28.27 3300 3190 U U (1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3)
TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, Cl72, C231 Note: This report is for the exclusive
use of the Client addressed. This report may not be reproduced except in rts entirety, without the written consent of TM!. Results apply only to above tests. . TERRA-M , fhe. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 03/25/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-106 Town of Addison -James Pierce, P.E. Town of Addison -Dave
Wilde SPECIFICATIONS Strength (psi): __6'7'5:=:0'-____ Slump (in.): _--7-4--:;6_____ Air Content (%): _....::.;4.:;:;5_____ Concrete Temp ('F): PROJECT DATA Placement Date: 03/17/99
Sampled By: J. Perez Weather: CloudylWarm Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: Slump (in.): 7067464 6 1/2 Time Satched: Air Content: na 4.0 Time Sampled: 9:30 Unit Weight
(pet): ----=.n:::a:=----Conc. Temp. ('F): 68 Ambient Temp. (,F): 70 Yardage (c.y.): _________ Placement Location: Intersection Addison & Arapho, right lane FIELD DATA SET #2 Ticket #:
Time Satched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pct): ---------Conc. Temp. ('F): Ambient Temp. ('F):----Yardage (c.y.): _________ PlacementLocation: Remarks:
CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C7B Set # Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth,D Average Width, B 1 AR031701
AR031702 03/24199 04114199 7 28 8580 : i 5.90 6.05 Modulus of Notes Rupture (psi) 715 : I i ! i (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING,
LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. Cl43. Cl72,
C231 Note: This report is forthe exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results a I onl
to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: (972)488-8080
STABILIZED SOIL GRADATION REPORT CLIENT: Ed Sell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Sell Construction -Doug Teter REPORT DATE: 03/30/99 Huitt-Zollars, Inc.
-Kenneth Roberts, P.E. TMI REPORT #: DC98-050-111 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde Test Method: Technician: Sob Pink Minimum % Passing 1 3/4" Sieve: 100
Date Tested: 03/22199 Minimum % Passing No.4 Sieve: __---"S.;:..O___Stabilizing Agent __...:L:;::imo=e__________ Remarks: Note: This report is for the exdusive use of the Client addressed.
This report may not be reproduced except In its entiretyI without the written consent of TM!. Results apply 􀁯􀁮􀁾􀁹􀀠to above tests. 
-----___________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas,
Texas 75229 Phone:972-488-8800 Fax: 972-488-8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION:
Arapaho Road Improvements Ed Bell Construction -Doug Teter 04/01/99 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98-050-102 Town of Addison -James Pierce. P.E. Town of Addison -Dave Wilde
SPECIFICATIONS PROJECT DATA Strength (psi): _.;;;.30:..;0"'0_____ Placement Date: 03/03199 Slump (in.): 4 Sampled By: Air Content (%): --'------Weather: Sunny/Clear Concrete Temp eF):
Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: Time Batched: Time Sampled: 4:05 Slump 􀁾􀁮􀀮􀀩􀀺􀀠4 1/2 Air Content: Unit Weight (pcf): ----"=----Conc. Temp. ('F): 68 Ambient Temp.
('F): ---::;74-,-----Yardage (c.Y.): ___-'=-5____ Placement Location: From Arapho to Quorum light Remarks: FIELD DATA SET #2 Ticket #: Time Batched: Time Sampled: Slump (in.): Air Content:
----Unit Weight (pcf): --------Conc. Temp. ('F): Ambient Temp. ('F):_____ Yardage (c.y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESUL TS 􀁃􀁙􀁾􀁉􀁎􀁏􀁅􀁒􀁓􀀠MOLDED
AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 Set# Cylinder # Test Date 1 AR030301 AR300302 AR030303 AR300304 03/10/99 03/10/99 03/31/99 03/31/99 L Age (Days) Max.
Load (100) Area (sq. in.) Strength (psi) 118610 42007 28.27 ,113410 28.27 40107 , 28 138070 28.27 4880i ,28 137330 28.27 4860 Fe Notes U U U ! U : (1) NORMAL CYLINDER SIZE 6" X 12",
AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except
in its entirety, Without the written consent of TML Results apply only to above tests. 
___________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dal/as, Texas
75229 Phone:972-488·8800 Fax: 972-488·8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed Bell Construction· Doug Teter 04/07/99 Huitt-Zollars, Inc. Kenneth Roberts, P .E. DC98·050-103 Town of Addison· James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS
Strength (psi): _-=3=-00'='0'--_____ Slump (in.): 3·5 Air Content (%): --..;:;4-..;6;-----Concrete Temp ('F) 95 PROJECT DATA Placement Date: 03109/99 Sampled By: Contractor Weather:
Partly Sunny Supplier/Mix: TXI FIELD DATASET #1 Ticket #: Time Batched: _--=-1"=,0:",0.::.0__ Time Sampled: 10:45 Unit Weight 􀀨􀁰􀁃􀁦􀀩􀀺􀀭􀀭􀀭􀀧􀀺􀀢􀀺􀀺􀀧􀀺􀀢􀁾􀀭􀀭Slump (in.): 3 Air
Content: 5.0 Cone. Temp. ('F): 65 Ambient Temp. ("F): --;;7:;:'0--Yardage (c.y.): ___􀀮􀀮􀀮􀀮􀀺􀀸􀀺􀀺􀁣􀀯􀀸􀁾___ Placement Location: Station 4600 • left sidewalk 10' Remarks: FIELD DATA
SET #2 TIcket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pef): -------Cone. Temp. ('F): Ambient Temp. ("F):----Yardage (e.y.): ________ Placement Localion:
Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM CB17 Set# Cylinder # Age (Days) Strength (psi) Test Date Max.
Load (Ibsli Area (sq. in.) FC Notes I . 1 7 89010 28.27 3150 UAR030901 03/16/99 : 124500 UAR030902 04/06/99 28 28.27 4400 I i I 􀁾􀀠I . ! !I I (1) NORMAL CYLINDER SIZE 6" X IT, AREA
28.27 sq. in., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4)
FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl38, C143, CI72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in
its entirety, without the written consent of TMI. Results apply only In above tests. TRRA.MAR. Inc. 
TERRA-MAR, INC. GEOTECHNICAL, ENVIRONMENTAL, AND CONSTRUCTION MATERIALS TESTING Dallas Fort Worth Houston Lubbock Longview Austin 11050 Ables Lane, Dallas, Texas 75229 Phone: 972·488·8800
Fax: 972488·8080 DAILY ACTIVITY OBSERVATION REPORT CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter PROJECT NO.: DC98-050·109
Huitt Zollars, Inc. -Kenneth Roberts. P.E. REPORT DATE: 3/25/99 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde On 3122199, Terra-Mar, Inc. representative Donald Bell
was present at the above referenced project to perform lime depth testing. The following results are as noted. Station 59+75 Lime at 6" depth -Approved Station 64+00 Lime at 6" depth
-Approved Station 58+10 Lime at 6" depth -Approved Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in ns entirety. without
the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: PROJECT: REPORT DATE: Ed Bell Construction Arapaho Road Improvements 3/24/99 DISTRIBUTION: Ed Bell Construction -Doug Teter
Huitt Zollar, Inc. -Kenneth Roberts, P. E. TMI REPORT NO.: DC98-050-110 Town ofAddison -James Pierce, P.E. Town of Addison -Dave Wilde, P.E. SPECIFICATIONS Percent Compactlon: Moisture
Content ('Yo): 95+ opt -1 to +4 TEST DATA Date Tes!ed:-;:;=3/::;:2j=2I:;:9.;;;9=;--____ Technician: Donald E. Bell MATERIAL REFERENCE CURVE DATA CURVE TEST OPTIMUM MAX. DRY NO. METHOD
MATERIAL DESCRIPTION MOISTURE ('Yo) DENSITY (pcl) 1 ASTM 0698 Dark Gray and Gray Clay with Gravel 16.3 106.2 7 ASTMD699 Lime Treated Brown Clay 36.6 80.6 IN-PLACE TEST RESULTS DENSITY
AND MOISTURE TESTS ARE PER ASTM 02922, 03017, RESPECTIVELY TEST ELEVATION REF. % DRY % , NO. ORUFT LOCATION CURVE MOISTURE DENSITY DENSITY 1 Grade Sta. 64 + 00 East Bound Arapaho Rd.
7 37.7 80.7 100.1 2 Grade Sta. 59+75 East Bound Arapaho Rd. 7 36.4 80.0 99.3 3 Grade Sta. 58+1000 East Bound Arapaho Rd. 7 39.5 80.3 99.6 , i i i GAUGE 1.0.: __...:,54.:.:2::9--;--:-;
STD. OENSITY COUNT: 2617 STD. MOISTURE COUNT: __---=6:..,:4.::.8___ "R" AFTER TEST NUMBER INOICATES RETEST. "INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS: _________________________
_____________________________ Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent
ofTM!. Results apply only to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 Fax: 972-488-8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed Bell Construction -Doug Teter 03/30/99 Huitt-Zollars, Inc, Kenneth Roberts, PE DC98-050-108 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS
Strength (psi): _...:3;:,00"'0"--_____ Slump (in.): __3=--"'5______ Air Content (%): __4::,-::6______ Concrete Temp ('F) 98 PROJECT DATA Placement Date: 03/22199 Sampled By: D. Bell
Weather: Sunny/82 Supplier/Mix: TXI FIELD DATA SET #1 Ticket#: Slump (in.): 1267092 2 1/2 Time Batched: Air Content: 1:10 5.5 Time Sampled: 1 :30 Unit Weight (pef): ----'-'n:::a=-----Conc.
Temp. ('F): 76 Ambient Temp. (oF): 80 Yardage (e.y.): ___-=.:10"--___ Placement Location: Location: Station 49 + 90 Eastbound Arapaho Rd. sidewalk Remarks: FIELD DATA SET # Ticket #:
Time Batched: Time Sampled: Slump (in.): Air Content: ----Unit Weight (pcf): -------Cone. Temp. ('F): Ambient Temp. ('F):----Yardage (c.y.): ________ Placement Location: Remarks: CONCRETE
COMPRESSION TEST RESULTS CYLINDERS MOLD!;D AND CURE:D PI:R ASTM C3l, T!;STSD PER ASTM C39, CAPP!;D P!;R ASTM C617 Set# Cvlinder# Test Date Age (Days) Max. Load (lbs) Area (sq. in.) Strength
(psi) FC Notes 1 AR032201 03/29/99 7 103170 28.27 AR032202 04/19/99 28 AR032203 04/19/99 28 AR032204 hold 3650 U (1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in.• UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIDNS UNLESS INDICAT!;D IN NOTES. (4) FIELO TESTS ARE PER APPLICABLE ASTM
STANDARDS: C138, CI43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written written
consent of TMI. Results apply only to above tests. 
___________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALlAS FORT WORTH HOUSTON LONGVIEW LUSSOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 Fax: 972-488-8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed Bell Construction -Doug Teter 03/23/99 Huitt-Zollars. Inc. Kenneth Roberts, P.E. DC98-050-105 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS
Strength (psi): _...:4.;:;.00.::0'--_____ Slump (in.): 3-5 Air Content (%): 􀀭􀀭􀀴􀀻􀀮􀀭􀁾􀀶􀀭􀀭􀀭􀀭􀀭Concrete Temp ('F) 95 PROJECT DATA Placement Date: 03/15/99 Sampled By: B. Jones
Weather: Sunny Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: 67572 Time Batched: 2:59 Time Sampled: 3:40 Slump (in.): 3 Air Content: 4.5 Unit Weight (pct): Conc. Temp. ('F): 65
Ambient Temp. ("F): 69 Yardage (c.y.): -----=8''''8---Placement Location: Piers for traffic lights, NW & SW corner of Arapaho @Addison + 1 pier approx. 150 yds from intersection Remarks:
Concrete was 1.5 hours late FIELD DATA SET # Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pct):--------Conc. Temp. ('F): Ambient Temp. ('F):----Yardage
(c.y.): ________ Placement Location: Remarks: i I I Set # 1 Cylinder # AR031501 AR031502 AR031503 CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CUReD PER ASTM C31, TESTED PER
ASTM C39, CAPPED PER ASTM C617 Test Date 03/22199 04/12199 Age (Days) Max. Load (Ibs) Area (sq. in.) 7 148320 28.27 28 : hold i Strength (psi) FC I 5250 U i Notes : : i ! : I ! i I (1)
NORMAL CYLINDER SIZE 6" X 12"'. AREA 26.27 sq. In., UNLESS NOTED ABOVE. (2) TYPE "A' CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, CI43, C172, C231 Note: This report is lor the exclusive use of the Client addressed. This report may
not be reproduced except in its entirety, without the written consent 01 TMI. Results 􀁡􀁾􀁰􀁬􀁹􀀠only to above tests. 
ADDIsoN TOWN OF To:. From: James C. Pierce,Jr.,P.E.,DEE • INC. Assistant City Engineer o Phone: 972/450-2879 FAX: 972/450-2834 FAX#: q7{6-'ttt-wcro 16801 Westgrove􀁄􀁡􀁴􀁥􀀺􀀬􀁟􀀮􀀮􀀻􀀻􀀻􀀮􀀳􀁟􀁾􀁟􀀲
􀀮􀁟􀀳􀁟􀀴􀀭􀀭􀀮􀀮􀀺􀀮􀀮􀀮􀀮􀁲􀁬􀀮􀀮􀀮􀀮􀀭___ P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): -.3 􀁒􀁥􀀺􀀬􀀭􀀭􀀡􀁾􀀺􀀮􀀮􀁌􀀮􀀺􀁟􀀮􀀺􀀻􀀬􀀮􀀺􀀮􀀺􀀻􀀮􀁴􀀿􀁴􀀮􀀺􀀺􀀮􀀺􀀮􀀮􀀺􀀴􀀭􀁾􀁾􀀿
􀁉􀁾􀀴􀀭􀀮􀀠_____'rfJ:,.....;.(-=-ecl-=, <..J o CaUme 
__________________________________ _ 1 SPECIFICATION PROJECT DATA Strength (psi): Placement Date: 02105/99 Slump (in.): Sampled By: J. Perez Weather: Ticket #: Slump (in.): 65479 5.00
Time Batched: __􀀱􀀺􀁣􀀱􀀻􀀭􀀺􀀻􀀺􀀲􀁾􀀰􀀬􀀭􀀭􀁟􀀠Air Content: 4.5 Time Sampled: 11 :45 Unit Weight (pcl): ------=-::-::-:=-----Conc. Temp. ('F); 70 Ambient Temp. ('F):---:6""4?-Yardage
(c.y.): ___---'n:.:.:a=--___ DC98·050·98 􀁟􀀮􀀮􀀻􀀻􀀶􀁾􀀵􀁴􀀭􀀭􀀧􀀺􀀺􀀺􀀭􀀧􀀺􀀢􀀧􀀺􀀺􀀧􀀺􀀻􀀢􀀢􀁟􀀠Air Content (%): Cloudy Concrete Temp CF): SupplierlMix; Lattimore FIELD DATA SET #1
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:!l72·488·8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction· Doug Teter
REPORT DATE: 03110/99 Huitt-Zollars, Inc. -Kenneth Roberts, P .E. TMI REPORT #: Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde Placement Location: Median at Quorum Road
FIELD DATA SET #2 Ticket#: Time Batched:_____ Time Sampled: Slump (in.): Air Content: Unit Weight (pel): ---------Conc. Temp. ('F): Ambient Temp. ('F):----Yardage (c.y.): _________ Placement
Location: Remarks: Set# Beam # Average Average Modulus of NotesTest Date Max. Load Rupture (psi) Depth, D Width, B Obsl ! ;AR020501 74502112199 8940 6.00 6.20 755AR020502 6.0002112199
9060 6.10 AR020503 6.10 82003/05/99 9840 5.90 ! AR020504 6.20 78003/05/99 9360 6.05 ; ! ; , CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PERASTM C78
Age (Days) 7 7 28 28 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WlTH PROJECT
SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, C172, C231 􀁾􀀠Note: This report is for the exclusive use of the Client addressed.
This report may nat be reproduced except in its entirety, without y INC. the written consent of TMI. Results apply only to above tests. 
_________________________________ _ TERRA·MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 Fax: 972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell
Construction -Doug Teter REPORT DATE: 03/11/99 Huitt-Zollars, Inc. Kenneth Roberts, P.E. TMI REPORT #: DC98-0S0-102 Town of Addison -James Pierce, P.E. 1 Town of Addison -Dave Wilde
􀁾􀀠SPECIFICA TlONS 􀁾􀀠PROJECT DATA Placement Date: 03103/99 Slump (in.): •....< I ':3 -.5 l Sampled By: Air Content (%): h -tr Strength (psi): 3000 ! L Weather: SunnylClear Concrete
Temp ('F): .1 /"'-/SupplierlMix: Lattimore FJELD DATA SET #1 Ticket #: Slump (in.): Conc. Temp. (OF): 4 112 68 Time Batched: Air Content: ----Ambient Temp. ('F): __..;.7..;.4__ Time
Sampled: 4:0S Unit Weight (pcf): ---..:;:;:.::.:::..--Yardage (e.y.): ___-"-S____ Placement Location: From Arapho to Quorum light Remarks: FIELD DATA SET #2 Ticket #: Time Batched: _____
Time Sampled: 'Slump (in.): Air Content:_____ Unit Weight (pcf):-------Cone. Temp. (OF): Placement Location: Ambient Temp. (OF): _____ Yardage (c.y.): ________ Remarks: Set # Cylinder
# CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 Test Date Age (Days) Max. Load (lbs) Area (sq. in.) Strength (psi)
FC Notes 1 AR030301 AR300302 AR030303 AR300304 03110/99 03/10199 03/31199 03/31/99 7 7 28 28 118610 113410 28.27 28.27 4200 4010 U U (1) NORMAL CYLINDER SIZE 6" X 12", AREA 26.27 sq.
in., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS
ARE PER APPLICABLE ASTM STANDARDS: C136, C143, C172. C231 Note: This report is for the exclusive use of the Client addressed. This report may 110t be reproduced except in its entirety,
without the written written consent of TMI. Results apply only to above tests. 
___________________________________ _ TERRA-MAR. INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lana, Dallas, Texas
75229 Phone:972-488-8800 Fax: 972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements
03f18f99 DC98-050-103 REPORT DISTRIBUTION: Ed Bell Construction -Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde
SPECIFICATIONS PROJECT DATA Strength (psi): 􀁟􀀮􀀮􀀻􀀻􀀳􀁩􀀭􀀰􀀰􀁾􀀰􀀬􀀭_____ Placement Date: 03f09f99 Slump (in.): Air Content (%): 3-5 --;4-.:;6c------Sampled By: Weather: Contractor
Partly Sunny Concrete Temp ('F) 95 SupplierfMix; TXI FIELD DATA SET #1 Ticket #: Time Batched: 10:00 Time Sampled: 10:45--..:.::.:.;:.::-Unit Weight (pcl):---...:..;:c:.:..::.--Slump
(in.): 3 Air Content: 5.0 Cone. Temp. ('F): 65 Ambient Temp. ('F};----':;,70::--Yardage (c.y.}: ___..:::.:8/.::;,8____ Placement Location: Station 4600 -left sidewalk 10' Remarks: FIELD
DATA SET #2 Ticket #: Time Batched: -'-____ Time Sampled: Slump On.): Air Content: Unit Weight (pcl): -------Cone. Temp. ("F): Placement Location: Ambient Temp. ('F}:----Yardage (c.y.}:
________ Remarks: CONCRETE COMPRESSION TEST RESULTS Set# Cylinder # CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM 0617 Test Date Age (Days) Max. Load
Obs) Area (sq. in.) Strength (psi) IFC I Notes 1 AR030901 AR030902 03/16/99 04/06/99 7 28 : 89010 28.27 3150 U' I i i ! ! i I I (1) NORMAL CYLINDER SIZE 6" X 12", AREA 26.27 sq. in.,
UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE
PER APPLICABLE ASTM STANDARDS; C138, Cl43, Cl72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without
the written consent of TMI. Results apply only to above tests. TERRA-MAR. Inc, 
___________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 Fax: 972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements
03/18/99 DC98-050-104 REPORT DISTRIBUTION: Ed Bell Construction -Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P .E. Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde
SPECIFICATIONS PROJECT DATA Strength (psi): _.;;;3;:.0"'00=-_____ Placement Date: 03/10/99 Slump (in.): 3-5 Sampled By: Contractor Air Content (%): 􀀭􀀭􀀭􀀷􀀴􀀭􀁾􀀶􀀺􀀭􀀭􀀭􀀭􀀭Weather:
Partly Sunny Concrete Temp ('F) 95 Supplier/Mix: TXI FIELD DATA SET #1 Ticket #: Time 8atched: 12:00 Time Sampled: 12:32 Slump (in.): 3 Air Content: ---'-74.O;:5=-Unit Weight (Pcf):---.:.==---Cone.
Temp. (oF): 65 Ambient Temp. eF): __.;.7.;:.3__ Yardage (c'Y'): ___..:.1:;:.0/.;:2.;:.0___ Placement Location: Station 65 + 00, right 25 Remarks: FIELD DATA SET #2 Ticket #: Time Batched:
_____ Time Sampled: Slump (in.): Air Content: Unit Weight (pet): -------Cone. Temp. (OF): AmbienlTemp. ("F):----Yardage (c.y.}: ________ Placement Location: Remarks: CONCRETE COMPRESSION
TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM 039, CAPPED PER ASTM C617 Set # Cylinder # Test Dale Age (Days) Max. Load (Ibs) Area (sq. in.) 1 AR031 002 03/17/99
7 101930 28.27 AR031 003 04/07/99 28 Strength (psi) 3610 FC Noles U (1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in •• UNLESS NOTED A80VE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED
OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, Cl72, C231 Note: This
report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, Without the written consent of TMI. Results apply only to above tests.

_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 03/10/99 Huitt-Zollars, Inc. -Kenneth Roberts, P .E. TMI REPORT #: DC98-050-98 Town of Addison -James Pierce, P.E. Town of Addison -Dave
Wilde SPECIFICATIONS ..,. PROJECT DATA Strength (psi): 650 r(e"t. Placement Date: 02105/99 Slump (in.): ...e--'3 -i Sampled By: J. Perez Air Content (%): 5'''' Weather: Cloudy Concrete
Temp CF): Supplier/Mix: Lattimore FIELD DATA SET #1 Tickel #: 65479 Time Balched: __1.:..1;.:::2;;.:0,--_ Time Sampled: 11 :45 Slump (in.): 5.00 Air Conlent: _---,4;c:.5;:-_ Unit Weight
(pc!): ----'-'n='=a'-"---Cone. Temp. CF): 70 Ambient Temp. ("F): 64 Yardage (c.y.): ___---'n.:.;;a:......___ Placement Location: Median at Quorum Road --::..;...-FIELD DATA SET #2 Ticket
#: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pc!): --------Cone. Temp. CF): Ambient Temp, ('F): ----Yardage (c,y,): _________ Placement Loealion: Remarks:
: ! Sel# !1 : Beam # AR020501 AR020S02 AR020S03 AR020504 Test Date 02112199 02112199 03/0S199 03/05/99 CONCRETE COMPRESSION TEST RESUL T8 BEAMS MOLDED AND CURED PER ASTM C31, TESTED
PER ASTM C78 Age Max, Load Average Average Modulus of (Days) (Ibs) Depth, D Width, B Rupture (psi) I 7 i 8940 6.00 6.20 745 7 9060 6.10 6.00 755 28 9840 5.90 6.10 820 28 9360 6.05 6.20
: 780 Notes i I ! ! : ! (l) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING. LEATHER SHIMS USED DURING TESTING (3) TEST RESULTS COMPLY WITH PROJECT
SPECIFICATIONS UNLESS INDICA TEO IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl38, Cl43, C172, C231 􀁾􀀯􀁾Nole: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirely, without Y7,INC.the written consent of TMI. Results apply only to above tests. 
___________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 Fax: 972-488-8080 CONCRETE INSPECrlON AND COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements
03/11199 DC98-050-102 REPORT DISTRIBUTION: Ed Bell Construction -Doug Teter Huitt-Zollars, Inc, Kenneth Roberts, P,E. Town of Addison -James Pierce, P,E, Town of Addison" Dave Wilde
SPECIFICATIONS PROJECT DATA Strength (psi): _..;3;":0.,:,0,,.0􀀭􀀭􀀺􀀺􀀺􀀺􀀭􀀭􀀺􀀻􀁾􀁟􀀠Slump (in,): .,...t" '3 5 Air Content (%): -""-'----'''::S:---''{[:.';::--Concrete Temp (OF):
Placement Date: Sampled By: Weather: Supplier/Mix: 03/03/99 Sunny/Clear Lattimore FIELD DATASET#1 Ticket #: Slump (in,): Cone. Temp, (OF): 4 112 68 Time Batched: _____ Air Content: Ambient
Temp, (OF):--""7c;'4-Time Sampled: 4:05 Unit Weight (pet): ----"';:.;;;..--Yardage (c,y,): ___--'5'--___ Placement Location: From Arapho to Quorum light Remarks: FIELD DATA SET #2 Ticket
#: Time Batched: _____ Time Sampled: Slump (in.): Air Content: _____ Unit Weight (pet): -------Cone, Temp, (OF): Ambient Temp, ("F): _____ Yardage (c,y,): ________ Placement Location:
Remarks: Set # Cylinder # CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 Test Date Age (Days) Max, Load (Ibs Area
(sq. in,) Strength (psi) FC Notes 1 AR030301 AR300302 AR030303 AR300304 03/10199 03/10199 03/31/99 03/31/99 7 7 28 28 118610 113410 28,27 28,27 4200 4010 U U , (1) NORMAL CYLINDER SIZE
6" X 12", AREA 28.27 sq, In" UNLESS NOTED ABOVE, (2) TYPE "A-CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES, (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN
NOTES, (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS; C138, Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed, This report may not be reproduced
except in its entirety, without the written consent of TM!. Results apply only to above tests, 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: (972)488-8080
STABILIZED SOIL GRADATION REPORT CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 03/10/99 Huitt-Zollars, Inc.
-Kenneth Roberts, P.E. TMI REPORT #: DC98-050-99 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde Test Method: Technician: M. Kashem Minimum % Passing 1 3/4" Sieve: 100
Date Tested: 02126/99 Minimum % Passing No.4 Sieve: __-=6=..0___stabilizing Agent __...:L""im"""e__________ Remarks: Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, wilhout the written consent of TML Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS Dallas Fort Worth Houston Austin Longview Lubbock 11050 Ables Lane, Dallas, Texas 75229 Phone: 972-488.8080 Fax: 972-488-8080
LIME TREATED SOIL THICKNESS DETERMINATIONS Client: Ed Bell Construction Distribution: Project: Arapaho Road Improvements Ed Bell Construction -Doug Teter Report No.: DC98-050-101 Report
Date: 02126199 Note: This report is for the exclusive use of the client report may not be reproduced except in its entirety, v.II!t,,,,,t written consent of to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 02/24/99 Huitt-Zollars, Inc, -Kenneth Roberts, P,E, TMI REPORT #: DC98-050-98 Town of Addison -James Pierce, P ,E, Town of Addison -Dave
Wilde SPECIFICATIONS Strength (psi): _.;;6C;;5.:,0';""'""___ Slump (in.): _--:5:-,'-\;--___ 'Air Content (%): (!:oncrete Temp CF): PROJECT DATA Placement Date: 02105199 Sampled By: J,
Perez Weather: Cloudy Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: 65479 Time Batehed: __1:.;1c:;:2:;.:0,--_ Time Sampled: Slump (in.): 5,00 Air Content: _---:4:,::.5;:-_ Unit
Weight (pet): 􀀭􀀭􀀭􀀭􀀧􀀭􀁮􀀺􀀽􀀺􀁡􀁾􀀭􀀭􀀭Conc, Temp, ("F): 70 Ambient Temp, ('F): 64 Yardage (c,y,): ___-"'-=-___ Placement Location: Median at Quorum Road ---':":"'-FIELD DATA SET
#2 Ticket #: Time Batched: _____ Time Sampled: Slump (in,): Air Content: Unit Weight (pef): ---------Conc, Temp, ('F): Ambient Temp, ('F):----Yardage (e,y,): _________ Placement Location:
Remarks: Set# Beam # CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Test Date Age Max. Load Average Average (Days) (Ibs) Depth, D Width, B
Modulus of Rupture (psi) Notes 1 AR020501 AR020502 AR020503 AR020504 02112199 02112199 03/05/99 03/05/99 7 7 28 28 8940 9060 6.00 ,6.10 '6,20 6,00 \ ,'745 755 (1) SPAN LENGTH OF 18 INCHES,
UNLESS NOTED ABOVE, (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES, (4) FIELD
TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, Cl72. C231 Note: This report is for the exclusive use of the Client addressed, This report may not be reproduced except in its entirety,
without without ERR-.rIiAR. INC. the written consent of TMI. ResuRs apply only to above tests. 
IEHHA-MAR Consulting Engineers· GeotechnIcal· Environmental· Construction Materials Testing AUSTIN • DAI.W • fORT WORTH • HOUSTON • LONGVIEW Certified Mail # P 572 663 477 Registered,
Return Receipt Requested January 29, 1999 Mr. Robert Weber Mr. Pat Rivera Ed Ben Construction Company 10605 Harry Hines Boulevard Dallas, Texas 75220 RE: Demand for Payment Project DC98-050
Invoice # DC8050923 -9130198 Invoice # DC80501015-10/31198 Invoice # DC8050 1115 -11130/98 Dear Mr. Weber and Mr. Rivera: Terra-Mar, Inc. has provided Construction Materials Services
on Project #DC98-050 as shown on the following invoices: Invoice # DC8050923 -09130198 in the amount of$6,260.00 Invoice # DC80501015 -10131198 in the amount 0[$1,770.00 Invoice # DC80501115
-11130198 in the amount 0[$1,645.00 As oftoday, the total amount due on these invoices is $9,675.00. This amount does not include additional additional payments due for any work that
may have been completed in 1998 or January 1999. As of this date, our records reflect no payment or partial payment having been received from Ed Ben Construction Company. Therefore,
demand is hereby made upon you for payment of$9,675.00 This amount is to be paid directiy to Terra-Mar within ten (10) days of your receipt of this letter. ShOUld such payment not be
forthcoming or other arrangements made for the satisfaction of this obligation, we may have no other option than to seek whatever legal remedies are available. Should such a step become
necessary, Terra-Mar will seek recovery of the principal amount owed, interest, attorney's fees, and court costs. Ifpayment has already been sent, please disregard this letter. Sincerely,
􀁔􀁅􀁒􀁒􀁁􀁾􀁍􀁁C.&.fr-Brit Je, gs Contro er Attachments: Invoice Copies ., ,,;:'C: James C. Pierce, Jr., P.E. Assistant City Engineer Town ofAddison 11050 Ables Lane, OCIllao, Texas
75229, Phone, (972)488-8800, Fax, (972)488-8080 
_ TERRA-MAR, INC. 􀁾-CONSULllNG ENGINEERS • GEOTEt.••rlICAL • ENVIRONMENTAL • CONSTRu':;110N MATERIALS ENGINEERS 11050 Ables Lane, Dallas, Texas 75229 Phone: (972) 488-8800 Fax: (972)
488-8080 DALLAS FORT WORTH HOUSTON AUSTIN L.ONGVlEW L.UBBOCK INVOICE TO: Ed Bell Construction INVOICE INVOICE P.O. Box 540787 DATE NUMBER Dallas, Texas 75354-0787 9/30/98 I OC8050923I
ATTN: Mr. Troy Childers PHONE NO.: 214-358-6581 FAX NO.: 214-352-3201 Total Amount I I PROJECT #: DC98-050 Due . $ 6.260.00 PROJECT: Arapaho Road Improvements Period of Service: September
1,1998 to September 30,1998 57 MK 9/1 In·Place Densities 5.00 each 10.00 50.00 58 MK 9/1 Field Gradations 2.00 each 10.00 20.00 • " " Technician Time (am) 4.00 hours 28.00 112.00 • "
Transportation Charge 1.00 trip 15.00 15.00 59 MK 9/1 Lime Depth Checks 8.00 each 10.00 80.00 60 MK 911 Field Gradations 2.00 each 10.00 20.00 « " Technician Time (pm) 4.00 hours 28.00
112.00 " Transportation Charge 1.00 trip 15.00 15.00 61 MK 912 Proctor #7 1.00 each 120.00 120.00 " " Alterberg Limits 1.00 each 40.00 40.00 62 BG 912 Flexural Beams 8.00 each 20.00
160.00 " TeChnician Time 6.00 hours 28.00 168.00 " Transportation Charge 1.00 trip 15.00 15.00 63 MK 912 In·Place Densities 7.00 each 10.00 70.00 64 MK 9/2 Field Gradations 7.00 each
10.00 70.00 " " " Technician Time 6.00 hours 28.00 168.00 « " " Transportation Charge 1.00 trip 15.00 15.00 65 MK 9/3 Field Gradations 8.00 each 10.00 80.00 66 MK 9/3 In·Place Densities
4.00 each 10.00 40.00 " Technician Time 4.00 hours 28.00 112.00 • " Transportation Charge 1.00 trip 15.00 15.00 67 JS 913 Flexural Beams 4.00 each 20.00 80.00 « Technician Time (1st
trip) 4.00 hours 28.00 112.00 " Transportation Charge 1.00 trip 15.00 15.00 68 MK 9/2 Field Gradations 4.00 each 10.00 40.00 • Technician Time (pm) 4.00 hours 28.00 112.00 • " Transportation
Charge 1.00 trip 15.00 15.00 69 JS 9/3 Flexural Beams 4.00 each 20.00 80.00 • " " Technician Time (2nd trip) 3.00 hours 28,00 84.00 .. Transportation Charge 1.00 trip 15.00 15.00 70
EE 9/4 Flexural Flexural Beams 12.00 each 20.00 240.00 Technician Time 8.00 hours 28.00 224.00 .. .. Transportation Charge 1.00 trip 15.00 15.00 
--.,, 􀀮􀀬􀁟􀁾􀁾􀁾􀁾􀁔􀀠__"'._ .. --􀀭􀀭􀀭􀀧􀁾􀀠... _ .. 􀀭􀁾􀀮􀀮􀀢􀀮􀀮􀀮􀀮􀀠, , , > 􀁉􀀧􀁾􀀡􀁾􀀠, ,jh:I',{ "'" , "I ,'·V,(, • ., 􀁾􀁩􀀮􀁾• 􀀮􀁩􀀢􀀺􀁾-.. 1\:',,;: I'.' "':' , ; '..-.,
.,1 'f. ?" ' 1', ---...... 􀁾􀀠..... , .,_ .. 􀁾􀀠-;,,:,,".. --􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀀧􀁾-􀁾􀁾􀀠. -.. -􀁾􀀠􀁾􀀠_. 􀁾􀀠􀀢􀀬􀁾􀀭􀀭.. Flexural Beams9/871 JS •• Technician Time• •• Transportation
Charge• Flexural Beams9/972 JS •• Technician Time• •• Transportation Charge• Flexural Beams9110BG73 •• Technician Time• •• Transportation Charge• Beam Pickup Time9111 • Transportation
Charge Flexural Beams9/2174 JS •• Technician Time· ••• Transportation Charge Flexural Beams9122JS75 ••• Technician Time •• Transportation Charge• Flexural Beams9123JS76 • • Technician
Time• ••• Overtime ..• Transportation Charge• Flexural Beams9124JSn ••• Technician Time ••• Overtime ••• Transportation Charge Flexural Beams9/25JS78 .. •• Technician Time • • • Transportation
Charge Project Management9/30JY I 8,00 8,00 1,00 12.00 8.00 1.00 4.00 4,00 1.00 2,00 1,00 8,00 8,00 1,00 8.00 8.00 1.00 12.00 8,00 4,00 1.00 8.00 8.00 2.00 1.00 4.00 4.00 1.00 8.00 each
hours trip each hours trip each hours trip hours trip each hours trip each hours trip each hours hours trip each hours hours trip each hours trip hours 20,00 28,00 15,00 20,00 28,00
15.00 20.00 28,00 15.00 28,00 15,00 20,00 28,00 15.00 20,00 28.00 15.00 20.00 28.00 42.00 15.00 20.00 28.00 42.00 15.00 20.00 28.00 15.00 55.00 A 􀁾􀀠/J Note: 1. Due on receipt or by
tenns of contract. 2. InClude Invoice copy or number with payment. Thank You, We appreciate your business, TOTAL MANAGER APPROVAL 160,00 224,00 15.00 240,00 224,00 15,00 80,00 112,00
15,00 56,00 15,00 160,00 224,00 15.00 160.00 224,00 15.00 240.00 224.00 168,00 15.00 160.00 224.00 84.00 15.00 80.00 112.00 15.00 440.00 6,260.00 /
TERRA-MAR, INC. Consulting Engineers • Geotechnical • Environmental • Construction Materials Engineers 11050 Ables Lane, Dallas, Texa" 75229 Phone: (972) 488-8800 Fax: (972) 488·8080
Dallas Fort Worth TO: Ed Bell Construction P,O, Box 540787 Dallas, Texas 75354-0787 ATTN: Mr, Troy Childers PHONE NO.: 214-358-6581 FAX NO.: 214-352-3201 PROJECT #: DC98-050 PROJECT:
Arapaho Road Improvements Period of Austin Houston Longview Lubbock INVOICE INVOICE INVOICE DATE NUMBER 10131/98 IDC80S0101S1 Total Amount I I Due ,$ 1.770,00 79 BWG 10/13 .. .. .. ..
.. .. 80 BWG 10/14 .. .. .. .. .. .. BWG 10/15 .. .. 81 MK 10/16 .. .. .. .. .. .. MK 10/17 .. .. 82 JP 10/19 .. .. .. .. .. .. JP 10/20 .. .. 83 MY 10/29.. .. .. .. JS 10/29 .. .. ..
JY 10/31 Flexural Beams Time Charge Flexural Beams Time Charge Pickup Time Charge Beams i i Time Charge PiCkup Time Charge Beams Time Charge Pickup Time Charge Cores for Compressive
Time 2nd TeChnician Time Charge Project Management 4,00 each 4,00 hour 1,00 trip 4,00 each 4.00 hour 1.00 trip 2.00 hour 1.00 trip 4.00 each 4.00 hour 1.00 trip 2.00 hour 1.00 trip 12.00
each 6.00 hour 1.00 trip 2.00 hour 1.00 trip 4.00 each 3.00 hour 3.00 hour 1.00 trip 2.00 hour 20,00 28,00 15,00 20,00 28.00 15.00 28.00 15.00 20.00 28.00 15.00 28.00 15.00 20.00 28.00
15,00 28.00 15.0Q 55,00 28.00 28.00 15.00 55.00 TOTAL 1. Due on receipt or by terms of contract. 2. Include with Thank You, we appreciate your business. MANAGER APPROVAL 80,00 112,00
15,00 80.00 112.00 15.00 56.00 15.00 80.00 112.00 15.00 56.00 15.00 240.00 168.00 15.00 56.00 15.00 220.00 84.00 84.00 15.00 i 110.00 f· 1,770.00 
TERRA-MAR, INC. Consulting engineers • Geotechnical • environmental • Construction Materials engineers 11050 Ables Lane, Dallas, Texas 75229 Phone: 􀀨􀀲􀀹􀀷􀀲􀀭􀀴􀀸􀁾􀀺􀀸􀀸􀁏􀁄􀀠Fax:
(972 ) 488-8080 Dallas Forth Worth Austin Houston Longview Lubbock INVOICE TO: Ed Bell Construction INVOICE INVOICE P.O. Box 540787 DATE NUMBER Dallas, Texas 75354-0787 11130198 IDC8oso111s1
ATTN: Mr. Troy Childers PHONE No.: 214-358-6581 FAX NO.: 214-352-3201 Total Amountl I PROJECT #: DC98-050 Due . $ 1,645.00 PROJECT: Arapaho Road Improvements Period of 84 EE 1116 " "
Time EE 11/7 Beam Pickup Time 85 MK 11/13 Activity Report 86 MK 11117 Densities (min 4 per trip) 87 MK 11/16 Gradations (min 4 per trip) .. " " Time " " " Charge 88 EE 11/25 Beams "
" " i i Time " EE 1211 Pickup Time " " " Charge JY 11130 Management 4.00 hours 112.00 .. " Charge " " Charge .. Charge " .. i i Time " " .. Charge " Charge EE 11127 Pickup Time .. "
Charge 89 MK 11130 Beams .. " " Time " " .. Charge 4.00 1.00 3.00 1.00 4.00 1.00 4.00 3.00 1.00 4.00 3.00 1.00 4.00 6.00 1.00 3.00 1.00 8.00 6.00 1.00 3.00 1.00 2.00 each trip hours
trip hours trip each hours trip each hours trip each hours trip hours trip each hours trip hours trip hours 80.00 15.00 84.00 15.00 112.00 15.00 40.00 84.00 15.00 60.00 84.00 15.00 80.00
168.00 15.00 84.00 15.00 160.00 168.00 15.00 84.00 15.00 110.00 TOTAL 1,645.00 : :' ... Note: 1. on receipt or by terms of contract. 2. Include invoice or number with Thank You, We appreciate
your business. MANAGER APPROVAL 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALlAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, DaUas, Texas
75229 Phone:972-488·8800 Fax: 972·488·8080 CLIENT: PROJECT; REPORT DATE: TMI REPORT #; CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho
Road Improvements Ed Bell Construction -Doug Teter 1/8/99 Huitt·Zoliars, Inc. Kenneth Roberts, P.E. DC98·050.91 Town of Addison· James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS
PROJECT DATA Strength (psi): _...=:4"'00='0'--____ Placement Date: 1218/98 Slump (in.): 3-5 Sampled By: Chris Theriot Air Content (%): ---".n-"a'-------Weather: Clear Concrete Temp (oF)
95 Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: 662157 Time Batched: _---'9:.:.:3=,.4'---_ Time Sampled: 10:30 Slump (in.): 2.00 Air Content: na Unit Weight (pet): ---..:.::.n:.::a-=-----Conc.
Temp. ('F): 60 Ambient Temp. ("F):---=5-=2--Yardage (c.Y.): ___'---7'---___ Placement Location:....:F...;o;..:u:;..r.;;;.a:.;;re.;;;.a..;;in"'l.:;;ett;;;;s'--____________________________
Remarks: FIELD DATASET #2 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pct): --------Conc. Temp. (oF): Ambient Temp. ("F):----Yardage (c.y.): ________
Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C39. CAPPED PER ASTM C617 Set # Cylinder # Test Date Age (Days)
Max. Load (Ibs Area (sq. in.) Strength (psi) 1 AR120801 1/5199 28 174780 28.27 AR120802 1/5199 28 173070 28.27 6180 6120 FC Notes U U (1) NORMAL CYLINDER SIZE et' X 12", AREA 26.27 sq.
on.• UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS
ARE PER APPLICABLE ASTM STANDARDS: C136, Cl43, Cl72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety.
without the written consent of TMI. Results apply onlv to above tests. TERRA-MA ;ilic: 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 1/8/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT
#: DC98-050-92 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi): Slump (in.): Air Content (%): Concrete Temp PROJECT DATA Placement Date:
1219198 Sampled By: John Sullivan Weather: Cloudy & cool Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: Slump (in.): 7062751 4.00 Time Batched: Air Content: 12:57 5.0 Time Sampled:
Unit Weight (pcl): ---....:.:.;nac::...---Conc. Temp. ("F): 65 Ambient Temp. ("F): 54 Yardage (c.y.): ____n:.:.:a=--___ Placement Location: West intersection of quiram and Aprapaho Rd.
left turning lane FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pcl):---------Conc. Temp. ("F): Ambient Temp. ('F):----Yardage
(c.y.): _________ Placement Location: Remarks: Set # Beam # CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C7B Test Date Age Max. Load Average
Average (Days) (Ibs) Depth, D Width, B Modulus of Rupture (psi) Notes 1 APR120901 APR120902 APR120903 APR120904 12116/98 12116/98 1/6199 1/6/99 7 7 28 28 8160 9300 9660 1008 6.10 6.20
5.95 6.00 6.00 6.10 6.15 6.00 680 775 805 840 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS
COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STAN DARDS: C138, C143, C172, CZl1 Note: This report is for the exclusive use of
the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972·488-8800 Fax: 972·488·8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements
1/6/99 DC98·050·90 REPORT DISTRIBUTION: Ed Bell Construction -Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P .E. Town of Addison -James Pierce, P .E. Town of Addison· Dave Wilde SPECIFICATIONS
PROJECT DATA Strength (psi): _.::.3.::;:00::;:0'--____ Placement Date: 1218198 Slump (in.): _--'5'--_____ Sampled By: A. Johnson Air Content (%): _-;:n:;;.a______ Weather: Clear Concrete
Temp ('F) 95 Supplier/Mix: Lattimore #38 FIELD DATA SET #1 Ticket #: 6085991 Time Batched: 1:57 Time Sampled: 4:00 Unit Weight (pet): ----"'n"'a'----Slump (in.): 3.00 Air Content: na
Conc. Temp. ("F): 69 Ambient Temp. ('F): 70 Yardage (c.y.): ___-.:.5____ Placement Location: Arapaho Road light pole piers Remarks: FIELD DATA SET #2 Ticket #: Time Batched: _____ Time
Sampled: Slump (in.): Air Content: Unit Weight (pet): --------Conc. Temp. ("F): Ambient Temp. (*F):----Yardage (c.y.): ________ Placement Locatlon: Remarks: CONCRETE COMPRESSION TEST
RESULTS CYUNDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C611 Set # Cylinder# Test Date Age (Days) Max. Load (Ibs) Area (sq. in.) Strength (psi) FC Notes
AR120801 12115/98 7 108210 28.27 1 AR120801 1/5/99 28 147370 28.27 AR120801 1/5/99 28 150530 28.27 AR120801 DISCARD 3830 U 5210 U 5320 U (1) NORMAL CYUNDER SIZE 6" X 12", AREA 28.27
sq. In .. UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD
TESTS ARE PER APPLICABLE ASTM STANDARDS: CI38, CI43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirely,
without without • the written consent of TM!. Results apply only to above tests. TERRA-MAR. Inc. 
TERRA·MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dal/as, Texas 75229 Phone:972·488·8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction· Doug Teter
REPORT DATE: 12129/98 Huitt·Zoliars, Inc .• Kenneth Roberts, P.E. TMI REPORT #: OC98-050·89 Town of Addison· James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS PROJECT DATA
Strength (psi): --=6.::.50::....:...FI=ex,,-___ Placement Date: 11/30/98 Slump (in.): Sampled By: M. Kashem Air Content ('Yo): _-:..4-6-=-____ Weather: Clear Concrete Temp (OF): Supplier/Mix:
Lattimore FIELD DATA SET #1 Ticket #: 3074204 TIme Batched: 8:11 Time Sampled: 9:35 Slump (in.): 4.00 Air Conlent: 5.1 Unit Weight (pc!): Cone. Temp. (oF): 66 Ambient Temp. ("F): 60
Yardage (c.y.): 􀀭􀀭􀀭􀀭􀀭􀀻􀀻􀀹􀁾􀀭􀀭Placement Location: Paving @E. bound Arapaho Rd. @intersection of Arapaho & Quaroun Rd. station 21 +75 FIELD DATA SET #2 Ticket #: 3074216 Time
Balched: 10:18 Time Sampled: 11 :30 Unit Weight (pc!): ---...:..:..;=.::..--Slump (in.): 3.50 Air Content: 4.6 Conc. Temp. (oF): 70 Ambient Temp. C"F): 64 Yardage (c.y.): ___--=5"'4____
Placement Location: Paving @Quaroun Rd. S. bound @station 2+55 Remarks: Sel# Beam # Test Date CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM CIS
Age Max. Load Average Average (Days) (Ibs) Depth, D Width, B Modulus of Rupture (psi) Notes 1 2 ARI113001 ARI113002 ARI113003 AR1113004 ARI113005 AR1113006 ARI113007 ARI11300B 12107/98
12107/98 12128/98 12128/98 12107/98 12107/98 12128/98 12128/98 7 7 28 28 7 7 28 28 6840 7080 8160 8340 7980 8880 9120 9060 6.05 6.00 6.00 5.85 5.90 6.00 6.00 6.00 6.15 6.25 6.20 6.25
6.15 6.25 6.10 6.20 570 590 680 695 665 740 760 755 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST
RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl38, Cl43, C172, C231 Note: This report is for the exclusive
use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent ofTMI. Results applv onIv to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MA'rERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed 8ell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed 8ell Construction -Doug Teter REPORT DATE: 12117/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT
#: DC98-050-92 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi): _...:5::::;5:!:,0____ Slump On.): 4 Air Content (%): ----;5;:----Concrete
Temp (oF): PROJECT DATA Placement Date: 12/09/98 Sampled 8y: John Sullivan Weather: Cloudy Supplie r/Mix: On site FIELD DATA SET #1 TIcket#: 7062751 Time Batched: 12;57 Time Sampled:
1:15 Slump (in.): 4.00 Air Content: 5.0 Unit Weight (pel): na Conc. Temp. (OF): 65 Ambient Temp. (OF): 54 Yardage (c.y.): na Placement Location: West intersection of Quorum Road and
Arapaho, left tum lane FIELD DATA SET #2 Ticket #: Time 8atched: ____ Time Sampled: Slump On.): Air Air Content: Unit Weight (pef): ---------Conc. Temp. ('F): Ambient Temp. {'F):----Yardage
(c.y.): _________ Placement Locetion: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED ANO CURED PER ASTM C31, TESTED PER ASTM C78 Set # Beam # Test Date Age (Days) Max. Load
(Ibs) Average Depth, D Average Width, B Modulus of Rupture (pSi) Notes 1 APR120901 APR120902 APR120903 APR120904 12116/98 12116/98 01/06/99 01/06/99 7 7 28 28 8160 9300 6.10 6.20 6.00
6.10 680 775 2 <1l SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES. (4) FIE\.D TESTS ARE PER APPLICABLE ASTM STANDARDS: 0138. 0143, C172, C231 Note: This report is for the exclusive use of the Client addressed. 4< 􀁾..􀁬􀁾􀁰􀁾WERRA_MAR,IN
• the written consent of TMI. Results apply only to above tests, This report may not be reproduced except in its entirety, without 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN lJ050Abies Lane, Dallas, Teras 75229 Phone:972-488-8800 Far: 972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements 12116/98 DC98-050-90 REPORT DISTRIBUTION: Ed
Bell Construction -Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. Town ofAddison -Dave Wilde SPECIFICAnONS PROJECT DATA Strength (psi): _.::.3;::=00:.;:;0___
__ Placement Date: 12/08/98 Slump (ia): _-=-5______ Sampled By: A Jolmson Air Content (%): 􀁟􀁾􀁮􀁡􀀺􀀺􀀻􀀭______ Weather: Clear Concrete Temp (oF): 95 SupplierlMix: Lattimore #38 FIELD
DATA SET #1 Ticket #: Slump (in.): 6085991 3.00 Time Batched: __1"":5,,,7:..-_ Air Content: __-.::na:::.-__ Time Sampled: 4:00 Unit Weight (pcf): -----'-'na:::=:..---Conc. Temp. eF):
69 Ambient Temp. ("F): __...:.7",0__ Yardage (c.y.): ___.......;5;;.......___ Placement Location: Arapaho Road light pole piers Remarks: FIELD DATA SET #2 Ticket #: Time Batched: Time
Sampled: ________ Slump (in.): Air Content: ----Unit Weight (pcf): ________ Conc. Temp. (OF): Ambient Temp. (oF): _____ Yardage (c.y.): ________ Placement Location: Remarks: CONCRETE
COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PERASTM ClI, TESTED PER ASTM C39, CAPPED PER ASTM C617 Set # Cylinder If Test Date Age (Days) Max. Load (Ibs) Area (sq. in.) Strength
(psi) FC Notes 1 ARI20801 ARI20801 AR120801 AR120801 12115/98 01/05199 01105/99 7 28 28 hold 108210 28.27 3830 U (l) NOR.\1AL CYllNDER SIZE 6" X 12', AREA 28.27 "l. in., UNLESS NOTED
ABOVE. (2) TYPE "A" CONE FRAC11JR.E UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPEClFlCA nONS UNLESS INDICATED IN NOTES. (4) FlELD TESTS ARE PERAPPUCABLE
ASTM STANDARDS: CIlS,CI43. Cl72. C231 Note: This report is for the eKclusive use of the Client addressed. This report Inay not be reproduced except in its entirety, without the written
consent of"I'ML Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT OATE: 12114/98 Huitt-Zollars, Inc. -Kenneth Roberts, P .E. TMI REPORT #: DC98-050-89 Town of Addison -James Pierce, P .E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi):
--=6=.50::..:....F:..:le.:.:x____ Slump (in.): Air Content (%): _-'-4-.;:6_____ Concrete Temp ('F): PROJECT DATA Placement Date: 11/30/98 Sampled By: M. Kashem Weather: Clear Supplier/Mix:
Lattimore FIELD DATA SET #1 Ticket #: 3074204 Time Batched: 8:11 Time Sampled: 9:35 Slump (in.): 4.00 Air Content: 5.1 Unit Weight (pc!): Conc. Temp. ('F): 66 Ambient Temp. ("F): 60
Yardage (c.y.): -----:::9---Placement Location: Paving @E. bound Arapaho Rd. @intersection of Arapaho & Quaroun Rd. station 21+75 FIELD DATASET #2 Ticket #: Slump (in.): 3074216 3.50
Time Batched: Air Content: 10:18 4.6 Time Sampled: 11 :30Unit Weight (pet): ___--'-'c:=-:'--___ Conc. Temp. ('F): 70 Ambient Temp. ('F): 64 Yardage (c.y.): ___-::;S:.;.4____ Placement
Location: Paving @Quaroun Rd. S. bound @station 2+55 Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C3l, TESTED PER ASTM CT8 Set # Beam # Test Date 1 ARI113001
ARI113002 ARI113003 ARI113004 1217/98 1217/98 12128/98 12128/98 2 ARI113005 ARI113006 ARI113007 ARI113008 1217/98 1217/98 12128/98 12128/98 Age (Days) 7 7 28 28 7 7 28 28 Max. Load (Ibs)
6840 7080 7980 8880 Average Average Depth, D Width, B , 6.05 6.00 5.90 6.00 6.15 6.25 6.15 6.25 (1) SPAN LENGTH OF 18INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING,lEATHER
SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231 Note:
Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to
above tests. Modulus of Rupture (psi) 570 590 665 740 Notes , . ." 
1 TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION:
PROJECT: Arapaho Road Improvements Ed Bell Construction· Doug Teter REPORT DATE: 12107198 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-84 Town of Addison-James Pierce,
P.E. Town of Addison -Dave Wilde SPECIFICATIONS strength (psi): _....;6"'5:-=-0____ Slump (in.): 4 Air Content ("AI): --4-6.,-';;----Concrete Temp CF): PROJECT DATA Placement Date: 11/06198
Sampled By: E.E. Weather: Cloudy & cool SupplierlMix: Ed Bell FIELD DATASET #1 Ticket #: 13263 Time Batehed: 11:10 Slump (in.): 4.25 Air Content: 4.3 Cone. Temp. ('F): 62 Ambient Temp.
('F): Placement Location: East bound left tum lane station 6+-=0-=-0---Time Sampled: 11 :50 Unit Weight (pel): ---....:..:.=--Yardage (e.y.): ___---'1.;:.0____ Remarks: FIELD DATA SET
#2 Ticket #: Time Batched: Time Sampled: Slump (in.): Air Content: ----Unit Weight (pel): ---------Conc. Temp. (oF): Ambient Temp. ("F):____ Yardage (c.y.): ________ Placement Location:
__________________________________ Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM 031, TESTED PER ASTM C18 Test Date Age Max. Load Average Average Modulus
of NotesSet # Beam # (Ibs)(Days) Depth,D Width, B Rupture (psi) 7 7500 5.95 6.10 625ARl110601 11113198 6.25'11/13/98 7 6960 5.95 580ARll10602 600 • • Does not meet specification28 7200
6.00 6.00AR1110603 12104/98 28 7980 665AR1110604 12104198 6.00 6.00 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USEO OURING
TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: CI38, CI43, C172, C231 Note: This report is
for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without -TERRA-MAR, INC. the written consent of TMI. Results a pply only to above
tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CUENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 1213198 Huitt-Zollars, Inc. -Kenneth Roberts. P.E. TMI REPORT #: DC98-050-88 Town of Addison -James Pierce. P.E. Town of Addison -Dave Wilde
SPECIFICATIONS Strength (psi): 􀀮􀀮􀀮􀀮􀀺􀀺􀀺􀀮􀁡􀀵􀀺􀀺􀀺􀀺􀀰􀁾􀁆􀀧􀀮􀀮􀀡􀁬􀁥􀀺􀁯􀀺􀁸􀀧􀀭􀀭___ Slump (in.): 4 Air Content (%): ---:4-'::a:-----Concrete Temp (oF) 95 PROJECT DATA Placement
Date: 11125198 Sampled By: E.E. Weather: Clear & warm SupplierlMix: Ed Bell/Lattimore FIELD DATA SET #1 Ticket#: 62653 Time 􀁂􀁡􀁴􀁣􀁨􀁥􀁤􀀺􀁟􀁾􀀱􀀺􀁾􀀳􀀺􀀺􀀬􀀭􀀴__ Slump (In.): 3.25
Air Content: 􀁟􀁾􀀴􀁾􀀮􀀹􀀺􀀺􀀮􀀮􀀭􀁟􀀠Cone. Temp. (oF): 77 Ambient Temp. (oF): Placement Location: Quirum. South bound lane ----Time Sampled: 2:18 Unit Weight (pel): ----=.:..::..--Yardage
(c.y.): ___--=2"'0____ Remarks: FIELD DATA SET #2 Ticket #: Time Batehed: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pel): --------Cone. Temp. (oF): Ambient Temp. (0F):---Yardage
(c.y.): ________ Placement Locatlon: Remarks: Set # 8eam# CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C7R Test Date Age Max. Load Average Average
(Days) (Ibs) Depth. D Width. B Modulus of Rupture (psi) Notes ARI112501 1 ARI112502 ARI112503 ARI112504 1212198 7 6540 6.10 6.15 1212198 7 6180 6.05 6.10. 12123198 28 12123198 28 545
515 No aggregate fracture (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT
SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, CI43, CI72, C231 Note: This report is for the exclusive use of the Client addressed,
This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. ERRA-MAR,I C:' 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction· Doug Teter REPORT DATE: 11/19/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT
#: DC98-050·81 Town of Addison· James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS Strength (psi): __6===5::,:0'---____ Slump (in.): 3-5 Air Content (",.): --;5;--8;;----Concrete
Temp ef): PROJECT DATA Placement Date: 10/16/98 Sampled By: M. Kashem Weather: Clear Supplier/Mix; Ed Bell FIELD DATA SET #1 Ticket #: 13124 Time Batched: 7:30 Time Sampled: 9:15 Slump
(In.): 5.00 Air Content: 4.5 Unit Weight (pet): na Conc. Temp. ("f): 82 Ambient Temp, (of): 73 Yardage (c.y.): 9 Placement Location: Paving at westbound Arapaho Rd @right tum lane from
Arapaho to tollway service road Remarks: FIELD DATA SET #2 TIcket #: Time Batched: _____ Time Sampled: Slump (In.): Air Content: Unit Weight (pct): ---------Conc. Temp. ef): Ambient
Temp. ("f): ---Yardage (c,y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Set # Beam # Test Date
Age (Days) Max. Load (lbs) Average Depth,O Average Width, B Modulus of Rupture (psi) Notes 1 ARI101601 ARI101602 ARI101603 ARl101604 10/23/98 11/13/98 11/13/98 DISCARD 7 28 28 7200 8220
7980 5.85 6.00 6.05 6.20 6.05 6.05 600 685 665 2 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE, (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST
RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES, (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231 Note: This report is for the exclusive
use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dal/as, Texas 75229 Phone:972-488·8800 SOIL MOISTURE
·DENSITY TEST REPORT IN·PLACE TESTS BY NUCLEAR METHODS CUENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements REPORT DATE: 11/17198 TMI REPORT NO.: DC98·050-86
Ed Bell Construction· Doug Teter Huitt Zollar, Inc .• Kenneth Roberts, P .E. Town of Addison· James Pierce, P.E. Town of Addison • Dave Wilde, P.E. SPECIFICATIONS Percent Compaction:
__...;9:.:5:,;+,.-__ Moisture Content (%): opt+ TEST DATA Date Tested:_:-:1;.-1;:,/,:.;17:.:,/::;98=_____ Technician: M. Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAl.
DESCRIPTION OPTIMUM MOISTURIE (%) MAX. DRY DENSITY (pel) 8 ASTM 0698 Lime Treated Brown Clay with Gravel 36.6 80.6 IN-PLACE TEST RESULTS DENSITY AND MeISTURIE TESTS ARE PER ASTM D2922,
03017, RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 Grade Grade Quorum Road, southbound, sta 3+00 Quorum Road, southbound, sta 5+25
8 8 36.7 38.7 85.9 83.6 100.6 103.7 GAUGE 1.0.: 10746 STD. DENSITY COUNT. 2591 STD. MOISTURE COUNT. _--=5;,:;02=-_ "R" AFTER TEST NUMBER INDICATES RETEST. • INDICATES FAILURE TO COMPLY
WITH PROJECT SPECIFICATIONS REMARKS: __________________________________________ Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced
except in its entirety, without the written consent of TMI. Results apply only to above tests. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 11/17/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-84 Town of Addison -James Pierce, P.E. Town of Addison -Dave
Wilde SPECIFICATIONS strength (psi); 􀀮􀀮􀀮􀀮􀀺􀀺􀀺􀀶􀀺􀀺􀀺􀀵􀀰􀀺􀀺􀀮􀀮􀀬􀁆􀀻􀀮􀀮􀀻􀁉􀀺􀀻􀀻􀀺􀀻􀁥􀁸􀁾___ Slump Qn.): 4 Air Content ("10); 􀀭􀀭􀀴􀀭􀀶􀁾􀀭􀀭􀀭􀀭Concrete Temp (oF): PROJECT
DATA Placement Date: 11/6/98 Sampled By: E.E. Weather: Cloudy & cool Supplier/Mix: Ed Bell FIELD DATA SET #1 Ticket#: Slump (in.): 13263 4.25 Time Batched: Air Content: 11:10 4.3 Time
Sampled: 11:50 Unit Weight (pet): ---...:...:.=---Conc. Temp. (oF): 62 Ambient Temp. (oF): Yardage Yardage (c.y.): ___--:.1.=.O____ Placement Location: East bound left tum lane station
6+-=-00=----Remarks: FIELD DATA SET #2 Ticket #: Time Betched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pct): ---------Conc. Temp. ("F): Ambient Temp. ("F):----Yardage
(c.y.): _________ Placement Location: Remarks: Set # Beam # CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTEO PER ASTM 07B Test Date Age Max. Load Average
Average Modulus of (Days) (lbs) Depth,O Width, B Rupture (psi) Notes 1 ARI110601 ARI110602 ARI110603 ARI110604 11/13/98 11/13/98 1214198 1214198 7 7 28 28 7500 6960 5.95 5.95 6.10 6.25
625 580 (1) SPAN LENGTH OF 1BINCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPUCABLE ASTM STANDARDS: Cl38, Cl43, C172, C231 -'" Note: This report is for the exclusive use of the Client addressed. 􀁾􀁾􀀭􀀮􀀻􀀺􀁾􀀠"'"
This report may not be reproduced except in ils entirety, 􀁗􀁩􀁴􀁨􀁏􀁵􀁴􀁾􀁅􀁒􀁁􀀭􀁍􀁁􀁒􀀻􀁗􀁴􀀺􀀺􀀠the written consent of TMI. Results aDPly only to above tests. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 11/17/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT
#: DC 98-050-82 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde FIELD DATA SET #3 Ticket#: 1163114 Time Batched: 10:45 Time Sampled: 11 :25 Slump (in.): 5.00 Air Content:
5.7 Unit Weight (pct): ---....:...:n':"a=----Conc. Temp. (oF): 73 Ambient Temp. (oF): 67 Yardage (c.y.): ___--'1..:.0.=.0____ Placement Location: Off Quorum driveway Remarks: FIELD DATA
SET #4 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pct): ------------Conc. Temp. ("F): Ambient Temp. ("F): _____ Yardage (c.y.): _________ Placement
Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C7B Age Max. Load Average Modulus of NotesSet # Beam # Test Date Average (Days)
(Ibs) Depth, D Rupture (psi) Width, B 6240 6.00 6.10 520ARI101909 10/26/98 7 10/26/98 6240 5.90 6.10 5203 ARI101910 7 .... .... Does not meet specification 28 7620 5.85 635ARI101911
11/16/98 6.20 28 7800 5.90 6.20 650ARI101912 11/16/98 4 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3)
TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, C172, C231 Note: This report is for the exclusive
use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply_only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972·488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 11/17/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-82 Town of Addison -.James Pierce, p .E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi):
􀁟􀀭􀀬􀀶􀀺􀀻􀀺􀀵􀁾􀀰􀀬􀀭􀀭􀀭____ Slump (in.): _----=3-....::5=-____ Air Content (%): _---"5-...::8=-____ Concrete Temp (oF): PROJECT DATA Placement Date: 10/19/98 Sampled By: J. Perez
Weather: Cloudy Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: 7060213 Time Batched: 􀁟􀀭􀀭􀀭􀀺􀀻􀀸􀀺􀀻􀀺􀀺􀀰􀁾􀀹􀀭􀀭Time Sampled: 9:20 Unit Weight (pct): ------"n::=a"'---Slump
(in.): na Air Content: _--=5",.7=-_ Conc. Temp. (OF): 70 Ambient Temp. (oF): _--=6::8=-_ Yardage (c.c.y.): ___--=1..::0.::.0____ Placement Location: East side of Arapaho Rd Remarks:
FIELD DATA SET #2 Ticket #: 7060234 Time Batched: 11 :00 Time Sampled: ____1;..:2:.:.:4.:..:5=-___ Slump (in.): na Air Content: 5.7 Unit Weight (pct): ___......,n'=a:,-___ Conc. Temp.
(OF): 70 Ambient Temp. ("F): 68 Yardage (c.y.): ___--=1..::;0.::.0____ Placement Location: West side of Arapaho Rd Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER
ASTM C31, TESTED PER ASTM C7a Set # Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture (psi) Notes 1 ARI101901 ARI101902 ARI101903 ARI101904
10126/98 10126/98 11/16/98 11/16/98 7 7 28 28 9540 8640 9840 8640 6.00 6.00 6.00 6.05 6.20 6.20 6.05 6.10 795 720 820 720 2 ARI101905 ARI101906 ARI101907 ARI101908 10126/98 10126/98
11/16/98 11/16/98 7 7 28 28 9840 8400 10620 10860 6.00 5.85 5.90 6.00 6.00 6.20 6.35 6.35 820 700 885 905 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR
TO TESTING, LEATHER LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS:
C13B, C143, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without ERRA-MAR, INC, the written
consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL, ENVIRONh-d,NTAL, AND CONSTRUCTION MA Tht<IALS TESTING DalJos Fort Worth Houston Lubbock Longview Austin 11050 Ables Lane, DalJos, TI!XQS 75229 Phone: 972-488-8800
Fax: 972-488-8080 DAILY ACTIVITY OBSERVATION REPORT CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter PROJECT NO.: DC98"()SO-85
Huitt Zollars, Inc. -Kenneth Roberts, P.E. REPORT DATE: 1lI16198 Town ofAddison James Pierce, P.E. Town ofAddison -Dave Wilde On 11/13/98, TMI representative Mohammed Kashem was present
at the above referenced project to perform in-place density and field gradations. Upon arrival, TMI was notified by the contractor that the tests were cancelled for the day due to inclement
weather conditions. 􀁾􀁲􀁾􀀢􀀮􀁣 􀁔􀁥􀁲􀁲􀁡􀀭􀁍􀁾􀁉􀁮􀁣􀀮􀀠Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety,
without the written consent ofTMI. Results apply only to above tests. 
TERRA.MAR, INC. GEOTECHNICAL, ENVIRONl>.u£NTAL, AND CONSTRUCTION MATI!.KlALS TESTING Dallas Fort Worth HOU$I;on Lubbock Longview Austin 11050 Ables Lone, Dallas, Texas 75229 Phone: 972488-8800
Fax: 972·488-8080 DAlLY ACTIVITY OBSERVA nON REPORT CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter PROJECT NO.: DC98"()50·85
Huitt Zollars, Inc. -Kenneth Roberts, P.E. REPORT DATE: Ilfl6/98 Town of Addison -James Pierce, P .E. Town of Addison -Dave Wilde On 11l13/98, TM1 representative Mohammed Kashem was
present at the above referenced project to perform in·place density and field gradations. Upon arrival, TM1 was notified by.the contractor that the tests were cancelled for the day due
to inclement weather conditions. .. 􀁾􀁲􀁾􀀮􀀬􀀮􀁲 Terra-M ,Inc. Note: This report is for the exclusive use ofthe Client addressed. This report may not be reprodllCed· except in its
entirety, without the written consent of"IMI. Results apply only to 􀁡􀁢􀁯􀁾􀀢􀀢􀁴􀁥􀁳􀁴􀁳􀁾􀁾􀀮􀁾􀁾􀀭􀀭􀀭􀀭􀁣􀁾􀁾􀁾􀁾􀁟􀁾􀁾􀁾____--' 
• INC. TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:
(972)488-8080 STABILIZED SOIL GRADATION REPORT CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 11/16198 Huitt-Zollars.
Inc. -Kenneth RQberts, P.E, TMI REPORT #: DC98-050-87 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde Test Method: Technician: M. Kashem Minimum % Passing 1 3/4" Sieve:
___1.:.;O:;.:O'--__ Date Tested: 11/16198 Minimum % Passing No.4 Sieve: 60 Stabilizing Agent __..:L:::;.im:..::e=--_________ southbound at station 5+25 100 66.71 Road southbound at station
5+25 100 71.6 ,Remarks: Note: This report Is for Ine exclusive use of the Client addressed. this report may not be reproduced except In Its entirety. wilhout the written consent of 1M!.
Results apply only to abov.lests. l'ER 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 10/25198 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT
#: DC98-050-80 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi): 􀁟􀀭􀀺􀀶􀀢􀀬􀀵􀁾􀀰____ Slump (in.): _....:3=--5==--____ Air Content (%):
_--"-5-"'8_____ Concrete Temp (OF): PROJECT DATA Placement Date: 10/14198 Sampled By: J. Perez & B. Eberts Weather: Sunny & warm Supplier/Mix: TXI FIELD DATASET#1 Ticket #: 1159413 Time
Batched: __1:..;1c:.:1;.;1,--_ Time Sampled: ____1.:.:2:::.:4.:.;0'---___ Slump (in.): 5.50 Air Content: _---;;4"'.1;.-_ Conc. Temp. (oF): 88 Ambient Temp. (oF): 88 Placement Location:
Driveway exit off Arapaho Road ---'=-=---Unit Weight (pef): -----::c:::----Yardage (c.y.): ___--=2:;:0____ Remarks: FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Slump
(in.): Air Content: Unit Weight (pef): ---------Conc. Temp. (oF): Ambient Temp. ("F): ---Yardage (c.y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS
MOLDED AND CURED PER ASTM C31, TESTED PER ASTM cn AgeSet # Beam # Test Date Max. Load Average Average Modulus of Notes (Days) (Ibs) RUPture (psi)Depth, D Width. B 7 6540 5.65 545 1 10/21/98
6.20ARI101401 7 6480 5.90 540 AR1101403 10/21/98 6.25ARI101402 780028 6.00 650 ARI101404 11/11198 6.00 67528 8100 6.00 6.0011/11/98 2 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVe.
(2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE
ASTM STANDARDS: C138, C143, C172, C231 Note: This report is for the exclusive use of the Client addressed, This report may nol be reproduced except in its entirety. without the written
consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972·488·8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 10/30/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-82 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi):
__􀀶􀁾􀀵􀁾􀀰􀀬􀀭􀀭____ Slump (in.): 􀁟􀀭􀀽􀀭􀀳􀀭􀁾􀀵_____ Air Content (%): _-=-5-..::8_____ Concrete Temp (oF): PROJECT DATA Placement Date: 10/19/98 Sampled By: J. Perez Weather: Cloudy
Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: Slump (in.): Conc. Temp. (oF): 7060213 na 70 Time Batched: _....:8:;:;:0::;:9:......_ Air Content: 5.7 Ambient Temp. (oF): -""';6=-8-Time
Sampled: 9:20 Unit Weight (pel): -----=,n==a=---Yardage (c.y.): ___.....:.;10:.:0'--___ Placement Location: East side of Arapaho Rd Remarks: FIELD DATA SET #2 Ticket #: 7060234 Time
Batched: 11 :00 Time Sampled: ____1:..:2:.:.:4.:.:5=---___ Slump (in.): na Air Content: 5.7 Unit Weight (pcl): ___----.;n;a:-___ Conc. Temp. (oF): 70 Ambient Temp. (OF): 68 Yardage (c.y.):
___.....:.;10:.:0'--___ Placement Location: West side of Arapaho Rd Remarks: Set# Beam # Test Date CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM
C78 Age Max. Load Average Average (Days) (Ibs) Depth, D Width, B Modulus of Rupture (psi) Notes 1 ARI101901 ARI101902 ARI101903 ARI101904 10/26/98 10/26/98 11/16/98 11/16/98 7 7 28 28
9540 8640 6.00 6.00 6.00 6.00 795 720 2 ARI101905 ARI101906 ARi101907 ARI101908 10/26/98 10/26/98 11/16/98 11/16/98 7 7 28 28 9840 8400 6.00 6.00 6.00 6.00 820 700 (1) SPAN LENGTH OF
18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except
in its entirety, without the written consent of TMI. Results apply only to above tests. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 10/30/98 Huitt-Zollars, Inc. -Kenneth Roberts, P .E. TMI REPORT
#: DC98-050-82 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS FIELD DATA SET #3 PROJECT DATA Ticket#:1163114 Time Batched: 10:45 Time Sampled: 11:25 Slump (in.): 5.00 Air Content: 5.7 Unit Weight (pct): na Conc. Temp. ("F): 73 Ambient Temp. (oF): 67 Yardage (c.y.): 100 Placement Location:
Off Quorum driveway Remarks: FIELD DATA SET #4 Ticket #: Time Batched: _____ Time Sampled: _________ Slump (in.): Air Content: Unit Weight (pct): _________ Conc. Temp. ("F): Ambient
Temp. ("F): ----Yardage (c.y.): _________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Set # Beam # Test Date
Age (Days) Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture (psi) Notes 3 ARI101909 ARI101910 ARI101911 ARI101912 10/26/98 10/26/98 11/16/98 11/16/98 7 7 28 28 6240
6240 6.00 6.00 6.00 6.00 520 520 4 (1) SPAN LENGTH OF 16 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY
WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C136, C143, C172, C231 Note: This report is for the exclusive use of the Client
addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION:
PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 10/25/98 Huitt-Zollars, Inc .• Kenneth Roberts, P .E. TMI REPORT #: DC98-05D-74 Town of Addison -James
Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS Sirength (psi): 650 Slump (In.): --;;3:0:+7.:'-1/---Air Content ('Yo): _...:5:...-...:8::.-____ Concrete Temp (oF) na PROJECT
DATA Placement Date: 9/21/98 Sampled By: John Sullivan Weather: Clear Supplier/Mix: Ed Bell FIELD DATASET #1 , Ticket #: Slump (in.): 14212 2.50 Time Batched: Air Content: na 5.1 Time
Sampled: 10:30 Unit Weight (pct): -----=-:n:.::a::.::...---Conc. Temp. (oF): 85 Ambient Temp. (oF): na Yardage (c.y.): ___􀁾􀁮􀁾􀁡􀀽􀀭􀀭___ Placement Location: Station 45+50, north side
of paving at Arapaho Remarks: FIELD DATA SET #2 Ticket #: Slump (in.): 7058711 2.00 TIme Batched: Air Content: na 5.0 Time Sampled: 1:45 Una Weight 􀀨􀁰􀁣􀁴􀀩􀀺􀀭􀀭􀀭􀁾􀁮􀀺􀀭􀀺􀁡􀀢􀀭􀀭􀀭􀀭􀀭Conc.
Temp. (oF): 87 Ambient Temp. ('F): 98 Yardage (c.y.): ___--'n:.;:a'--___ Placement Location: Station 30+07.33, left tum lane, south side Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS
MOLDED AND CURED PER ASTM C31, TESTED PER ASTM c7a NotesTest Date Age Max. Load Average Average Modulus of Sel# Beam # (Days) (Ibs) Rupture (psi)Depth, D Width, B 9/28/98 5760 6.00 6.00
480ARI092101 7 67209/28/98 7 6.00 6.00 5601 ARI092102 786010119198 28 5.90 6.30 655ARI092103 9300 6.15 775ARI092104 10/19/98 28 6.00 , 9/28198 7800 6.00 6.00 650ARI092105 7 9128198 8160ARI092106
7 6.00 6.00 6802 10/19/98 28 9540 6.00 6.10 795ARI092107 10119198 28 9300 775ARI092108 6.00 6.00 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING,
LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, C172,
C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the wrHten consent of TMI. Results apply only
to above tests, 
TeRRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION:
PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 10/23/98 Huitt-Zollars, Inc .• Kenneth Roberts, P.E. TMI REPORT #: DC98-050-77 Town of Addison -James
Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS Strength (pSi): _-:6:,:::5;::,0,..--___ Slump (in.): 3+1-1 Air Content ('\'oj: 􀀭􀀮􀀮􀀺􀀺􀀻􀀵􀀻􀀮􀀻􀀮􀀭􀁾􀀸􀁾􀀭􀀭􀀭Concrete Temp
eF): PROJECT DATA Placement Date: 9/24198 Sampled By: John Sullivan Weather: Clear & wamn Supplier/Mix: Lattimore FIELD DATA SET #1 TIcket #: Slump (in.): 6080933 2.50 Time Batched:
_--:;:-;-__ Air Content: 5.1 TIme Sampled: 11 :00 Unit Weight (pcf): ---..:..:.=--Cone. Temp. eF): 82 Ambient Temp. eF): 87 Yardage (c.y.): ________ Placement Location: Station 6+00
South paving Arapaho Rd. Remarks: FIELD DATA SET #2 TIcket #: Slump Qn.): 13064 3.00 Time Batched: _--:;:-;-__ Air Content: 5.1 Time Sampled: 3:45 Unit Weight (pef): ___....:::;C=___
Cone. Temp. eF): 85 Ambient Temp. eF): ""'-""-':';"-;:__. Yardage (c.y.): ________ Placement Location: Westside of Southwestern Bell next to building, Arapaho exit. Remarks: CONCRETE
COMPRESSION TEST RESULTS BEAMS MOI.DI;D AND CURED PER ASTM C31, TESTED PER ASTM C78 Set # AgeBeam # Test Date Max. Load Average Average Modulus of Notes (Days) (Ibs) Depth,D Rupture
(psi) Width, B ARI092401 10/1/98 7 8340 6.00 6.00 695 1 10/1/98 7 7920 5.95 660 ARI092403 ARI092402 6.10 858010/22198 28 5.95 6.10 715 ARl092404 10/22198 28 8820 6.00 7356.00 ARI092405
10/1/98 7 7440 6.00 620 ARI092406 2 6.05 10/1/98 7680 6.007 6.10 640 ARI092407 10/22198 28 9420 6.00 785 ARI092408 6.15 10122198 28 8940 5.85 6.10 745 (1) SPAN LENGTH OF 18 INCHES, UNLESS
NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TI;STING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS
ARE PER APPLICABLE ASTM STANDARDS: Cl38, Cl43, C172, C231 Nole: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in ila entirety,
without the written consent of TMI. Results apply only to above tests. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 10/25/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT
#: DC98-050-80 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi): 􀁟􀀭􀀮􀀬􀀻􀀶􀀺􀀺􀀺􀀵􀁾􀀰􀀺􀀮􀀮􀀮􀀮􀀭____ Slump (in.): 􀁟􀁾􀀳􀀭􀁾􀀵_____
Air Content (%): _--".5-"'8_____ Concrete Temp ("F): PROJECT DATA Placement Date: 10/14/98 Sampled By: J. Perez & B. Eberts Weather: Sunny & warm Supplier/Mix: TXI FIELD DATA SET #1
Ticket#: 1159413 Time Batched: 11:11 Time Sampled: 12:40---=-;.:..:....:...Unit Weight (pcf): -----'-'::...:..:'----Slump (in.): 5.50 Air Content: 􀁟􀀭􀀭􀀭􀀺􀀴􀁾􀀮􀀱􀀺􀀭􀀭 Conc. Temp.
(oF): 88 Ambient Temp. ("F): 88 Yardage (c.y .): ___---=2::.:0'--___ Placement Location: Driveway exit off Arapaho Road ----'=--Remarlls: FIELD DATA SET #2 Ticket #: Time Batched: _____
Time Sampled: _________ Slump (in.): Air Content: Unit Weight (pcf): _________ Conc. Temp. ("F): Ambient Temp. (oF): ---Yardage (c.y.): _________ Placement Location: Remarks: Set# Beam
# CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C7a Test Date Age Max. Load Average Average (Days) (Ibs) Depth, D Width, B Modulus of Rupture
(!lsi) Notes 1 ARI101401 ARI101402 ARI101403 ARI101404 10/21/98 10/21/98 11/11/98 11/11/98 7 7 28 28 6540 6480 5.65 5.90 6.20 6.25 545 540 2 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED
ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER
APPLICABLE ASTM STANDARDS: C138, Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without
the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 10/25/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98·050·76 Town of Addison· James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICAnONS Strength (psi):
_-::6::;:5:;;0:,..-____ Slump (in.): 3+1-1 Air Content (%): -..::5;..:..'"'8=----Concrete Temp (oF): PROJECT DATA Placement Date: 9/23198 Sampled By: John Sullivan Weather: Clear SupplierlMix:
Lattimore FIELD DATA SET #1 Ticket #: 6080783 Time Batched: _-::--::-_ Time Sampled: 8:45 Slump (in.): 3.00 Air Content: 5.5 Unit Weight (pef): ----=.:.:..::..---Conc. Temp. ('F): 80
Ambient Temp. (oF): 80 Yardage (c.y.): ________ Placement Location: South end of Arapaho, west of Tollway, station 66+50 Remarks: FIELD DATA SET #2 Ticket #: 13024 Time Batched: ---::-0---Time
Sampled: 12:00 Unit Weight (pel): ---.!!::::::.:::..--Slump (in.): 2.50 Air Content: 5.4 Conc. Temp. (oF): 84 Ambient Temp. (oF): 88 Yardage (c.y.): ________ Placement Location: South
end of Arapaho, west of Tollway, station 64+50 Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTEO PER ASTM C78 Set # Beam # Test Date 1 2 ARI092301
ARI092302 ARI092303 ARI092304 ARI092305 AR1092306 ARI092307 ARI092308 9/30/98 9/30/98 10/21/98 10/21/98 9130/98 9/30/98 10/21198 10121/98 Age (Days) 7 7 28 28 7 7 28 28 Max. Load (lbs)
Average Depth, D Average Width, B 9480 8760 10500 10200 6.00 6.00 6.00 5.95 6.00 6.00 6.25 6.25 8820 7500 10680 9540 6.00 6.00 5.95 5.90 6.00 6.00 6.15 6.10 '(1) SPAN LENGTH OF 18 INCHES.
UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES• (4) FIELD
FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, CI43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in
its entirety, without the written consent of TMI. Results apply only to above tests. Modulus of Ru plure (psi) Notes 790 730 875 850 735 625 890 795 :." ; ." .Ji, 􀀺􀁴􀀺􀁦􀁾􀀠 -lJfRRA-MAR.
INC. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 10125/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-76 Town of Addison -James Pierce, P.E. Town of Addison -Dave
Wilde FIELD DATA SET #3 Ticket #: na Time Batched: 􀁟􀀭􀀭􀀺􀁮􀁾􀁡􀀺􀀭􀁟􀀠Time Sampled: 4:40 Slump (in.): 2.50 Air Content: 5.0 Unit Weight (pct): ------'n'-'a"'----Conc. Temp. ("F):
na Ambient Temp. ("F):---:9::;0;:"-Yardage (c.y.): ___􀀭􀀭􀀭􀀢􀁮􀁾􀁡􀀽􀁟􀁟􀁟___ Placement Location: South end of Arapaho, station 6+00 Remarks: FIELD DATA SET #4 Ticket #: Time Batched:
_____ Time Sampled: Slump (in.): Air Content: Unit Weight (pct): ---------Conc. Temp. (OF): Ambient Temp. (oF): ----Yardage (c.y.): _________ Placement Location: Remarks: CONCRETE COMPRESSION
TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C7a Set # Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture (psi) Notes
3 ARI092309 ARI092310 ARI092311 ARI092312 9/30/98 9/30/98 10/21/98 10/21/98 7 7 28 28 8580 7440 9300 9360 6.00 6.00 6.00 6.10 6.00 6.00 6.10 6.15 715 620 775 780 (1) SPAN LENGTH OF 1SINCHES,
UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. :;.-.L":
. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C13S, C143, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except
in its entirety, without the written consent of TMI. Results apply only to above tests. ERRA-MAR, Nc. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 10/27/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT
#: DC98-050-78 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi): _-::6:,:5,:,0,--___ Slump (in.): _..:3:-+:..../-:-1____ Air Content (%):
_..:5:..,-:....8=--____ Concrete Temp ("F) na PROJECT DATA Placement Date: 09/25/98 Sampled By: John Sullivan Weather: Clear Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: 13073
Time Batched: na Time Sampled: 11 :00 Unit Weight (pcl): ----'-n:..:.a.:..::...--Slump (in.): 2.50 Air Content: 5.0 Conc. Temp. ("F): 81 Ambient Temp. ("F): 90 Yardage (c.y.): ____n:.::a=--___
Placement Location: Arapaho Road exit next to SWB building Remarks: FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pcl): ---------Conc.
Temp. ("F): Ambient Temp. ("F): ----Yardage (c.y.): _________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C3l, TESTED PER ASTM C78
Set# Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture (psi) Notes 1 ARI092501 ARI092502 ARI092503 ARI092504 10/02/98 10/02198 10/23/98
10/23/98 7 7 28 28 7440 7560 9600 9060 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 620 630 800 755 2 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING,
LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES . (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172,
C231 Note: This report is for the exclusive use of the Client addressed. . 4 􀀺􀁥􀀮􀁾􀁥􀁾This report may not be reproduced except in its entirety, without RRA-MAR, IN . the written consent
of TMI. Results apply only to above tests. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction· Doug Teter REPORT DATE: 10/25/98 Huitt-Zollars, Inc .• Kenneth Roberts, P.E. TMI REPORT
#: DC98·050·81 Town of Addison· James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS PROJECT DATA Strength (psi): Slump (in.): __675::,:0=--____ 3-5 Placement Date: Sampled
By: 10/16/98 M. Kashem Air Content (%): -...;5--=8;----Weather: Clear Concrete Temp ("F): Supplier/Mix: Ed Bell FIELD DATA SET #1 Ticket #: 13124 Time Batched: 7:30 Time Sampled: Slump
(in.): 5.00 Air Content: 4.5 Unit Weight (pct): Conc. Temp. ("F): 82 Ambient Temp. ("F): 73 Yardage (c.y.): Placement Location: Paving at westbound Arapaho Rd @right tum lane from Arapaho
to tollway service road Remarks: 9:15 na 9 FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pct): ---------Conc. Temp. ("F): Ambient
Temp. ("F): ----Yardage (c.y.): _________ Placement Location: Remarks: Set # Beam # Test Date CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C7B
Age Max. Load Average Average (Days) (Ibs) Depth, D Width, B Modulus of Rupture (psi) Notes 1 ARI101601 ARI101602 ARI101603 ARI101604 10/23/98 11/13/98 11/13/98 7 28 28 hold 7200 6.00
6.00 600 2 (1) SPAN LENGTH OF 18INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may
not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972·488·8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS ·Revised Copy -Report No CLIENT: Ed Bell Construction PROJECT: Arapaho Road Improvements REPORT DATE: 09/10/98 TMI REPORT NO.:
DC98-050-SS* DISTRIBUTION: Ed Bell Construction -Doug Teter Huitt Zollar, Inc. -Kenneth Roberts, P.E. Town of Addison -James Pierce, P .E. Town of Addison -Dave Wilde, P .E. SPECIFICATIONS
Percent Compaction: Moisture Content (%): 95+ opt+ Date Tested: Technician: TEST DATA 09/03/98 M. Kashem MATERIAL REFERENCE CURVE DATA OPTIMUM MAX. DRY NO. TESTCURVE MATERIAL DESCRIPTION
MOISTURE (%) DENSITY (pel)METHOD 25.7 93.6Lime Treated Brown Clay with Gravel 5 0698 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY TEST DRYELEVATION
REF. % % NO. LOCATION MOISTURE DENSITY DENSITYCURVEOR LIFT 92.6 98.9East bound Arapaho Rd. station 60+75 5 27.7Grade1 97.329.0 91.1Grade East bound Arapaho Rd. station 62+25 52 East
bound Arapaho Rd. station 64+00 27.8 90.0 96.2Grade 53 90.9 97.1Grade East bound Arapaho Rd. station 65+50 5 26.54 GAUGE 1.0.: 10903 STD. DENSITY COUNT: 2356 STD. MOISTURE COUNT:_......:6:::0::.::8:.
....._ "R'O AFTER TEST NUMBER INDICATES RETEST. "INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS: ______________________________________ Note: This report is for the
exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without 4<:c -Zw. ruthe written consent of TMI. Results apply only to above tests. TERRA.MAR,
INC. 
_________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 10/21/98 'Huitt·Zollars, Inc .• Kenneth Roberts, P .E. TMI
REPORT #: DC98·050·79 " Town of Addison -James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS Strength (psi): _-:6::.;5;,;:0.,.-____ Slump (in.): 3+1·1 Air Content (%): -'"'5""
• .:..8;;----Concrete Temp (oF) na PROJECT DATA Placement Date: 10/13/98 Sampled By: Brent Gilbert Weather: Sunny Supplier/Mix: Ed Bell FIELD DATASET #1 Ticket #: Slump (in.): na 3.00
Time Batched: Air Content: na 5.0 Time Sampled: 10:50 Unit Weight (pcf): ---"':'::n:::a:'::"--Cone. Temp. ("F): 89 Ambient Temp. ("F): 78 Yardage (c.y.): ___--=6.:::.0____ Placement
Location: Centerline paving at Arapaho, 100 yds east of Quorum Remarks: FIELD DATA SET #2 Tlcket#: TIme Batched: Time Sampled: Slump (in.): Air Content: ----Unit Weight (pcf): ---------Conc.
Temp. (oF): Ambient Temp. ('F): ____ Yardage (c.y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78
Set# Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture (psi) Notes 1 ARll01301 ARll01302 ARll01303 ARll01304 10/20/98 10/20/98 11/10/98
11/10/98 7 7 28 28 9240 8400 6.00 6.00 6.00 6.00 770 700 2 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING.
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143. C172. C231 Note: This report is for the
exclusive use of the Client addressed. This report may not be reprcduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION:
PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 10/21198 Huitt·Zoliars, Inc .• Kenneth Roberts, P.E. TMI REPORT #: DC9!l·050·75 Town of Addison· James
Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi): 650 Slump (in.): 􀀭􀀭􀀻􀀺􀀳􀀺􀀺􀀺􀀧􀀫􀀱􀀺􀀻􀀺􀀧􀀭􀀱􀁾􀀭􀀭􀀭Air Content (%): _....:5:,.·....:8:....-____ Concrete
Temp CF) na PROJECT DATA Placement Date: 09122198 Sampled By: John Sullivan Weather: Clear Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: 705877 Time Batched: 09:00 Time Sampled:
10:00 Slump (in.): 3.50 Air Content: 5.0 Unit Weight (pct): ----'-'n:.:.a::.::..---Conc. Temp. ('F): 81 Ambient Temp. ('F): 90 Yardage (c.y.): ___....:..n"'a____ Placement Location:
Main paving east side of Quorum Rd, station 3+50 Remarks: FIELD DATA SET #2 Ticket #: Slump (in.): 7058818 Time Batched: Air Content: na 5.0 Time Sampled: 4:20 Unit Weight (pct}:----'::n=a=-----Conc.
Temp. (oF): 88 Ambient Temp. CF): 99 Yardage (c.y.): ___....:..n:;:a____ Placement Location: Main paving east side of Quorum Rd Remarks: Set # Beam # CONCRETE COMPRESSION TEST RESULTS
BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Test Date Age Max. Load Average Average (Days) (Ibs) Depth, D Width, B Modulus of Rupture (psi) Notes 1 2 ARI092201 ARI092202
ARI092203 ARI092204 ARI092205 ARI092206 AR1092207 AR1092208 09129/98 09129198 10/20/98 10/20/98 09/29/96 09129/98 10/20/98 10120/96 7 7 28 28 7 7 28 28 7440 8040 10380 10620 7980 7800
9420 9000 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 620 670 865 885 665 650 785 750 (1) SPAN LENGTH OF 18 INCHES. UNLESS NOTED ABOVE. (2) SPECIMENS
GROUND PRIOR TO TESTING. LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPliCABLE ASTM STANDARDS:
Cl38. Cl43, Cl72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety. without the written consent of TMI.
Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION:
PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 10115198 􀁾Huitt-Zollars, Inc. -Kenneth Roberts, P .E. TMI REPORT #: DC98-050-71 Town of Addison -James
Pierce, P .E. Town of Addison· Dave Wilde SPECIFICATIONS PROJECT DATA Strength (psi): _....,6"'50:;0:-____ Placement Date: 09/08198 Slump (in.): _...:3;..--...:5:-____ Sampled By: John
Sullivan Air Content (%): 􀁟􀀮􀀮􀀮􀀡􀀵􀀺􀀮􀀮􀀮􀀮􀀭􀀮􀀮􀀮􀀡􀀸􀁾____ Weather: Clear Concrete Temp ("F) na Supplier/Mix: Ed Bell/Lattimore FIELD DATA SET #1 Ticket #: 14360 Time Batched:
_.....:n",a::-_ Slump (in.): 3.00 Air Content: 􀁟􀁾􀁮􀀻􀁡􀀺􀀺􀀭􀁟􀀠Cone. Temp. ('F): 91 Ambient Temp. ("F):_.....:;10",,4,--_ Time Sampled: 12:45 Unit Weight (pcf): ---"':':n":a:'::"--Yardage
(c.y.): ___-=.;n=.a____ Placement Location: Paving at Arapaho Road Remarks: FIELD DATA SET #2 Ticket #: 6079754 Time Batched: 􀁟􀁾􀀺􀀺􀀺􀀺􀀻􀀭__ Slump (in.): 3.00 Air Content:_---o:::7
__ Cone. Temp. ("F): 91 Ambient Temp. ('F): Placement Location: Paving at Arapaho Road -.....:..:;..:.-Time Sampled: 1:20 Unit Weight (pel): ------':n"'a"'---Yardage (c.y.): ____n;.::a=-___
Remarks: Set # Beam # CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C18 Test Date Age Max. Load Average Average (Days) (Ibs) Depth, D Width,
B Modulus of Rupture (psi) Notes ARI090B01 1 ARI090B02 ARI090B03 ARI090B04 09/15198 7 6960 6.05 6.20 09/15198 7 6720 6.00 6.05 10/06198 28 7980 5.95 6.10 10/06198 28 8460 6.05 6.15 580
560 665 705 ARI09QB05 2 ARI090806 ARI090807 ARI090808 09/15198 7 6180 6.00 6.15 09/15198 7 6000 6.00 6.10 10106198 2B 8640 10/06/98 28 9000 6.00 6.15 515 500 720 750 (1) SPAN LENGTH
OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIM"NS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOT"S.
(4) FIELD T"STS ARE PER APPLICABLE ASTM STANDARDS: Cl38, Cl43, Cl72. C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except
in its entirety, without ERRA-MAR, IN. the written consent of TMI. Results apply only to above tests. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road improvements Ed Bell Construction -Doug Teter REPORT DATE: 10/15/98 Huitt-Zollars, inc. -Kenneth Roberts, P .E. TMI REPORT
#: DC98-050-71 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS FIELD DATA SET #3 PROJECT DATA Ticket #: 6079798 Time Batched: 03:14 Time Sampled: 4:00
Slump (In.): 3.00 Air Content: 5.0 Unit Weight (pcf): na Conc. Temp. ("F): 92 AmbientTemp. ('F): 107 Yardage (c.y.): na Placement Location: Paving at Ara paho Road Remarks: FIELD DATA
SET #4 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pcf): ---------Conc. Temp. ("F): Ambient Temp. ('F): ---Yardage (c.y.): ________ Placement Location:
Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER PER ASTM C78 Set # Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth, D Average Width,
B Modulus of Rupture (psi) Notes 3 ARI090809 ARI090810 ARI090811 ARJ090812 09/15/98 09/15/98 10/06/98 10/06/98 7 7 28 28 7320 6840 10560 8580 6.00 6.10 6.00 6.00 6.15 6.25 6.20 6.20
610 570 880 715 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESUL TS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl38. Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may
not be reproduced except in 􀁾􀁳􀀠entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972·488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction· Doug Teter
REPORT DATE: 10109/98 Huitt-Zollars, Inc .• Kenneth Roberts, P.E. TMI REPORT #: DC98·050·72 Town of Addison -James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS Strength (psi):
_-;;6::;;5:;0,--___ Slump On.): 3 -5 Air Content (%): 􀀭􀀭􀁩􀀵􀁾􀀮􀁾􀀸􀁾􀀭􀀭􀀭Concrete Temp IF) 95 PROJECT DATA Placement Date: 09/09198 Sampled By: John Sullivan Weather: Clear Supplier/Mix:
Ed Bell/Lattimore FIELD DATA SET #1 Ticket #: 14379 Time Batched: _-;n",a::.-_ Time Sampled: 8:30 Slump (in.): 3.00 Air Content: _----::5"'.0;;-_ Unit Weight (pcl): -----="'na""----Conc.
Temp. (OF): 85 Ambient Temp. ('F): 79 Yardage (c.y.): ___---!n::;a'--___ Placement Location: Paving at Arapaho Road south side----':..::--Remarks: FIELD DATA SET #2 Ticket #: 607900
Time 􀁂􀁡􀁴􀁣􀁨􀁥􀁤􀀺􀁟􀁾􀁮􀀻􀀬􀀺􀀺􀁡􀁾Time Sampled: 11:00 Slump (in.): 3.00 Air Content: _--=5:::, ..:..1__ Unit Weight (pel):----'-n:.:a=-=---Cone. Temp. (oF): 87 Ambient Temp. ('F);
na Yardage (e.y.): ___--'-n::;a____ Placement Location: Paving at Arapaho Road south Side:----'=--Remarks: CONCRETE COMPRESSION TEST RESULTS 13EAMS MOLDED AND CURED PER ASTM C31, TESTED
PER ASTM C78 Set # Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture (pSi) Notes 1 ARI090901 ARI090902 ARI090903 ARI090904 09/16198 09/16/98
10/07/98 10/07/98 7 7 28 28 8400 6840 9000 8640 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 700 570 750 720 2 ARI090905 ARI090906 ARI090907 ARI090908 09/16198 09/16198 10/07198 10/07198
7 7 28 28 6780 7560 8580 10800 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 565 630 715 900 (I) SPAN LENGTH OF 1 B INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING. LEATHER
SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLYWITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. CI43. CI72, C231 Nole:
This report is for the exclusive use of the Client addressed. Thisreport may not be reproduced except in its entirety, without TERRA-MAR.IN. the written consent of TMI. Results apply only to above tests. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING, CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 10109198 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-72 Town of Addison· James Pierce, P.E. Town of Addison -Dave
Wilde SPECIFICATIONS FIELD DATA SET #3 PROJECT DATA Ticket #: 7058176 Time Batched: na Time Sampled: 12:45 Slump (in.): 3.00 Air Content: 5.0 Unit Weight (pcf): na Conc. Temp. ("F):
87 Ambient Temp. CF): na Yardage (c.y.): na Placement Location: Paving at Arapaho Road south side RemarkS: FIELD DATA SET #4 Ticket #: Time Batched: _____ Time Sampled: Slump (in.):
Air Content:_____ Unit Weight (pet): ---------Conc. Temp. ("F): Placement Loeation: Ambient Temp. CF):_____ Yardage (c.y.): _________ Remarks: Set # Beam # CONCRETE COMPRESSION TEST
RESULTS BEAMS MOLDED AND CURED PER ASTM e31, TESTED PER ASTM e78 Test Date Age Max. Load Average Average (Days) (lbs) Depth, D Width, B Modulus of Rupture (psi) Notes 3 ARI090909 ARI090910
ARI090911 ARI090912 09116198 09/16198 10107198 10/07198 7 7 28 28 9240 8280 9800 12060 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 770 690 800 1005 4 (1) SPAN LENGTH OF 18 INCHES, UNLESS
NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS
ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, Cl72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety,
without the written consent of TMI. Results apply only to above tests. ERRA.MAR, iN. 
TERRA·MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORTWORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488·8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: PROJECT: Ed Bell Construction Arapaho Road Improvements REPORT DISTRIBUTION: Ed Bell Construction· Doug Teter
REPORT DATE: TMI REPORT #: 09/17/98 DC98·050·72 \ HUm-zollars, Inc .• Kenneth Roberts, P.E. Town of Addison· James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS PROJECT DATA
Strength (psi): _-:6;::5::;0:-____ Placement Date: 09/09198 Slump (in.): Air Content (%): 3 • 5 --;5:-.-;8;----Sampled By: Weather: John Sullivan Clear Concrete Temp ("F) 95 Supplier/Mix:
Ed Beli/Lattimore FIELD DATA SET #1 Ticket #: Slump (in.): 14379 3.00 Time Balched: 􀁟􀀭􀀻􀁮􀁾􀁡􀀺􀀭􀁟􀀠Air Content: _-;;;5.;:i;'0__ Time Sampled: 8:30 Unil Weight (pcf): ----=n""a:::..--Cone.
Temp. CF): 85 Ambienl Temp. (cF): _-.:.7=.9__ Yardage (c.y.): __-.....:.n:::a---Placement Location: Paving at Arapaho Road south side Remarks: FIELD DATA SET #2 Ticket #: Slump (in.):
607900 3.00 Time Balched: _-;n;:a;.-_ Air Content: 5.1 Time Sampled: Unit Weight (pcf): ----'-';.;;::.---Conc. Temp. ("F): 87 Ambient Temp. (cF):--"n:':'a'--Yardage (c.y.): ___.....:.n:::a____
Placement Location: Paving at Arapaho Road south side Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C7lI Age Average Average Modulus
ofSet # Beam # Test Date Max. Load Notes (Days) (Ibs) Width, B Rupture (psi) Depth,D 6.00 6.00ARI090901 09/16/98 7 8400 700 ARI090902 09/16198 6840 6.00 6.00 5701 7 10/07198ARI090903
28 ARI090904 10/07198 28 6.00 565ARI090905 09/16/98 6780 6.007 6.00 6.00 6302 ARI090906 09/16/98 75607 ARI090907 10107198 28 ARI090908 10/07/98 28 (1) SPAN LENGTH OF 18 INCHES, UNLESS
NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS
ARE PER APPLICABLE ASTM STANDARDS: CI38. CI43, Cl72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety,
Without the written consent of TMI. Results apply only to above tests. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 09/17198 Huitt-Zollars, Inc. -Kenneth Roberts, P .E. TMI REPORT
#: DC98-050-72 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS FIELD DATA SET #3 PROJECT DATA Ticket #: 7058176 Time Batched: na Time Sampled: 12:45 Slump
(in.): 3.00 Air Content: 5.0 Unit Weight (pcf): na Conc. Temp. (oF): 87 Ambient Temp. (oF): na Yardage (c.y.): na Placement Location: Paving at Arapaho Road south side Remarks: FIELD
DATA SET #4 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pef): ---------Conc. Temp. ("F): Ambient Temp. ("F):----Yardage (c.y.): _________ Placement
Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Set # Max. Load Beam # Age Average Average Modulus of Notes (Days) Test
Date (Ibs) Depth, D Rupture (psi) Width, B 9240ARI090909 09/16/98 7 6.00 6.00 770 3 8280ARI090910 09/16198 7 6.00 6.00 690 ARI090911 10/07198 28 ARI090912 10/07198 28 4 (1) SPAN LENGTH
OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231 Note: This report is for the excluslve use of the Client addressed. This report may not be reproduced except
in its entirety, without the written consent of TMI. ResultS aDDly only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 09/29/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-75 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi):
_-::6;:.;5"'0':-____ Slump (in.): 3+1-1 Air Content (%): --';5:-:-_:...,8:i----Concrete Temp (oF) na PROJECT DATA Placement Date: 09/22198 Sampled By: John Sullivan Weather: Clear Supplier/Mix:
Lattimore FIELD DATA SET #1 Ticket #: Slump (in.): 705877 3.50 Time Batched: Air Content: 09:00 5.0 Time Sampled: 10:00 Un it Weight (pcl): -----'-'n:.:.a::.::...---Conc. Temp. (oF):
81 Ambient Temp. (oF): 90 Yardage (c.y.): ___---'n"'a'---___ Placement Location: Main paving east side of Quorum Rd, station 3+50 Remarks: FIELD DATA SET #2 Ticket #: 7058818 Time Batched:
na Time Sampled: 4:20 Slump (in.): Air Content: 5.0 Unit Weight (pcl): ------'cn==a'-=----Conc. Temp. (oF): 88 Ambient Temp. (oF): 99 Yardage (c.y.): ___---'n"'a'---___ Placement Location:
Main paving east side of Quorum Rd Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31. TESTED PER ASTM C78 Set# Beam # Test Date Age (Days) Max. Load (Ibs)
Average Depth, D Average Width, B Modulus of Rupture (psi) Notes 1 ARI092201 ARI092202 ARI092203 ARI092204 09/29/98 09/29/98 10/20/98 10/20/98 7 7 28 28 7440 8040 6.00 6.00 6.00 6.00
620 670 2 ARI092205 ARI092206 ARI092207 ARI092208 09/29/98 09/29/98 10/20/98 10/20/98 7 7 28 28 7980 7800 6.00 6.00 6.00 6.00 665 650 (1) SPAN LENGTH OF lSINCHES, UNLESS NOTED ABOVE.
(2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE
ASTM STANDARDS: Cl3B, Cl43, Cl72, C23l Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written
consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 09/29/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-74 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi):
_-::6::.;5::,:0':-____ Slump (in.): 3+1-1 Air Content (%): --':5:-:.-"'8::-----Concrete Temp ("F) na PROJECT DATA Placement Date: 09/21/98 Sampled By: John Sullivan Weather: Clear Supplier/Mix:
Ed Bell FIELD DATA SET #1 Ticket #: Slump (in.): 14212 2.50 Time Batched: Air Content: na 5.1 Time Sampled: 10:30 Unit Weight (pct): -----'-'n:..:.a::..::...---Conc. Temp. ("F): 85 Ambient
Temp. (oF): na Yardage (c.y.): ___---'n"'a=--___ Placement Location: Station 45+50, north side of paving at Arapaho Remarks: FIELD DATA SET #2 Ticket #: Slump (in.): 7058711 2.00 Time
Batched: Air Content: na 5.0 Time Sampled: 1 :45 Unit Weight (pct): -------'n':..:a"'-----Conc. Temp. ("F): 87 Ambient Temp. ("F): 98 Yardage (c.y.): ___􀀭􀀭􀀭􀀮􀀺􀁮􀁾􀁡􀀽􀀭􀀭􀀭___ Placement
Location: Station 30+07.33, left tum lane, south side Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Set # Beam # Test Date Age (Days)
Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture (psi) Notes 1 ARI092101 ARI092102 ARI092103 ARI092104 09/28/98 09/28/98 10/19/98 10/19/98 7 7 28 28 5760 6720 6.00
6.00 6.00 6.00 480 560 2 ARI092105 ARI092106 ARI092107 ARI092108 09/28/98 09/28/98 10/19/98 10/19/98 7 7 28 28 7800 8160 6.00 6.00 6.00 6.00 650 680 (1) SPAN LENGTH OF 18 INCHES, UNLESS
NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING. LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD FIELD
TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl3B. Cl43. Cl72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety,
without the written consent of TMI. Results apply only to above tests. TERRA-MAR,' INC. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-4BB-BBOO CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION; PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 10/8/98 Huitt-Zollars, Inc. -Kenneth Roberts, P .E. TMI REPORT #: DC98-0S0-77 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi):
650 Slump (in.): -""3:0:'+7':----/_1Air Content ('Yo): _-'5'---'8'--____ Concrete Temp ("F): PROJECT DATA Placement Date: 9/24198 Sampled By: John Sullivan Weather: Clear & warm SupplierlMix:
Lattimore FIELD DATA SET #1 TIcket #: 6080933 Time Batched: _--:::-.-__ Time Sampled: ____1.:..1:.;.:0:..;0'--___ Slump (in.): 2.50 Air Content: 5.1 Unit Weight (pcl): ________ Conc.
Temp. CF): 82 Ambient Temp. ("F): 87 Yardage (c.y.): ________ Placement Location: Station 6+00 South paving Arapaho Rd. Remarks: FIELD DATA SET #2 Ticket#: 13064 Time Batched:_--:::-.-__
Time Sampled: Unit Weight (pel): ---..:::.:.;:.::..--Slump On.): 3.00 Air Content: 5.1 Cone. Temp. (OF): 85 Ambient Temp. ("F): Yardage (c.y.): ________ Placement Location: Westside
of Southwestem Bell next-:-t"'o""b-u""ild"'i'-ng-,-A'rapaho exit. Remarks: Set # Beam # CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Test
Date Age Max. Load Average Average (Days) (lbs) Depth, D Width, B Modulus of Rupture (pSi) Notes 1 AR1092401 ARI092402 ARI092403 ARI092404 10/1/98 1011198 10/22198 10/22198 7 7 28 28
8340 7920 6.00 5.95 6.00 6.10 695 660 2 ARI092405 AR1092406 ARI092407 ARI092408 10/1/98 10/1/98 10122198 10122198 7 7 28 28 7440 7680 6.00 6.00 6.05 6.10 620 640 (1) SPAN LENGTH OF 18
INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNUESS INDICA TED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except
in its entirety, wHhout the written consent of TMI. Results apply only to above tests. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 10/8198 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT
#: DC98-050-69 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS PROJECT DATA Strength (psi): Placement Date: 9/3/98 Slump (in.): Sampled By: John Sullivan
Air Content (%): Weather: Clear Concrete Temp ("F) Supplier/Mix: Ed Bell FIELD DATASET#1 Ticket#: 14285 Time Betched: na Time Sampled: 12:30 Slump (in.): 3.00 Air Content: 5.0 Unit Weight
(pcl): ---....:.:n"'"a=-=---Cone. Temp. ("F): 90 Ambient Temp. C"F): 98 Yardage (c.y.}: ___---'n:.::a::.-___ Placement Location: PaVing at Arapaho Road, station 50+20 Remarks: FIELD
DATA SET #2 TIcket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight ((pel): ---------Conc. Temp, ("F): Ambient Temp. ("F): ----Yardage (c.y.): _________ Placement
Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM cal, TESTED PER ASTM C78 Set # Beam # Tes! Date Age (Days) Max, Load (Ibs) Average Depth, D Average
Width, B Modulus of Rupture (psi) Notes 1 ARI090305 ARI090306 ARI090307 ARI090308 9/10/98 9110/98 10/1/98 1011/98 7 7 28 28 7380 7740 9120 8580 6.05 6.00 6.00 6.00 6.25 6.25 6.25 6.10
615 645 760 715 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING, (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES, (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, CI43, CI72, C231 Note: This report is for the exclusive use of the Client addressed, 􀁾􀁙􀀢􀁫􀀮􀁰􀀬This
report may not be reproduced except in its entirety, without RRA-MAR. INC. the written consent of TMI. Results apply only to above tests. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488·8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 10/8/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-67 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde
SPECIFICATIONS Strength (psi): _-;6:;::5:..:0;-____ Slump (in.): _-;3:--_5=-____ Air Content (%): _...:5"'-"'8=--____ Concrete Temp (oF) 95 PROJECT DATA Placement Date: 9/3/98 Sampled
By: John Sullivan Weather: Clear Supplier/Mix: Ed Bell FIELD DATA SET #1 Ticket #: na Time Batched: _--;n",a;...-_ Slump (in.): 2.50 Air Content: 5.1 Conc. Temp. (oF): 89 Ambient Temp.
(oF): -"""::9"'0:--Placement Location: Paving at Arapaho Road Time Sampled: 10:15 Unit Weight ((pct): -----"n""a'-=---Yardage (c.y.): ___---'n"'a:......___ Remarks: FIELD DATA SET #2
Ticket #: Time Batched: _____ Time Sampled: _________ Slump (in.): Air Content: Unit Weight (pct): _________ Conc. Temp. (OF): Ambient Temp. (OF): ----Yardage (c.y.): _________ Placement
Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C3l, TESTED PER ASTM C78 Set # Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth, D Average
Width, B Modulus of Rupture (psi) Notes 1 ARI090301 ARI090302 ARI090303 ARI090304 9/10/98 9/10/98 10/1/98 10/1/98 7 7 28 28 7140 6960 9120 8640 6.00 6.00 6.00 6.10 6.20 6.15 6.20 6.10
595 580 740 720 2 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING. LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. Cl43. C172. C231 Note: This report is for the exclusive use of the Client addressed. This report may
may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
___________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 9/21/98 Huitt-Zollars, Inc. -Kenneth Roberts, P .E. TMI REPORT #: DC98-050-73 Town of Addison -James Pierce, P.E. Town of Addison -Dave
Wilde SPECIFICATIONS Strength (psi): _.....::.65::.;0=---____ Slump (in.): Air Content (%): Concrete Temp ("F): PROJECT DATA Placement Date: 9/10/98 Sampled By: Bryan Glennon Weather:
Cloudy Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: Slump (in.): Conc. Temp. (OF): 14406 2.00 85 Time Batched: Air Content: Ambient Temp. (oF): 08:20 3.0 70 Time Sampled: 9:00
Unit Weight (pct): -----=.:.:na:.::....--Yardage (c.y.): ____6"'3=---___ Placement Location: Paving at station F1.26, 10' westbound Remarks: FIELD DATA SET #2 Ticket #: Time Batched:
Time Sampled: _________ Slump (in.): Air Content: ----Unit Weight (pct): _________ Conc. Temp. (OF): Ambient Temp. (0F):_____ Yardage (c.y.): _________ Placement Location: Remarks: Set#
Beam # CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Test Date Age Max. Load Average Average (Days) (Ibs) Depth, D Width, B Modulus of Rupture
(psi) Notes 1 ARI091001 ARI091 002 ARI091003 ARI091004 9/17/98 9/17/98 10/8/98 10/8/98 7 7 28 28 8700 6840 10080 10020 5.85 5.80 5.90 6.00 6.20 6.25 6.10 6.25 725 570 840 835 2 (1) SPAN
LENGTH OF 18 INCHES. UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING. LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED
IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced
except in its entirety, without the written consent of TMI. Results apply only to above tests. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 10/05/98 ljuitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT
#: DC98-050-78 vTown of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi): _-:6::.:5:,:0':-____ Slump (in.): _..::3;:.+:....,/-1;.-____ Air Content
(%): _-=5'-:c--=8=--____ Concrete Temp (oF) na PROJECT DATA Placement Date: 09/25/98 Sampled By: John Sullivan Weather: Clear Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: 13073
Time Batched: na Time Sampled: 11 :00 Unit Weight (pct): 􀀭􀀭􀀭􀁾􀁮􀀺􀀽􀀺􀁡􀁾􀀭􀀭Slump (in.): 2.50 Air Content: 5.0 Conc. Temp. ("F): 81 Ambient Temp. ("F): 90 Yardage (c.y.): ___---'n"'a=--___
Placement Location: Arapaho Road exit next to SWB building Remarks: FIELD DATA SET #2 2 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pct): ---------Conc.
Temp. (oF): Ambient Temp. ("F): ----Yardage (c.y.): _________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78
Set# Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture (psi) Notes 1 ARI092501 ARI092502 ARI092503 ARI092504 10/02198 10/02198 10/23/98
10/23/98 7 7 28 28 7440 7560 6.00 6.00 6.00 6.00 620 630 2 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING.
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231 Note: This report is for the
exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
GEOTI£CHNlCAL ENVIRONMENTAL AND MATElUALS ENGINEERS DALlA.S FORT WORTlf HOUSTON AUSTIN LONGVIEW 1l0'OAhiesLn., Dallas, Teras 7'229 phane;(972)488-88(}1) fa:c:(972)488-8080 Report of
Moisture-Density Relationship Client Ed Bell Construction Project Arapaho Road Improvements Report Distribution Ed Bell Construction -Doug Teter Town of Addison -James Pierce, P.E. Town
of Addison -Dave Wilde TMI Project No. DC98-050 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI Report No. DC98-050-61 Report Dale 09103198 Material Origin: Sampled By: M. Kashem Sample
Location: Eastbound Arapaho Road, station 62+00 Sample Date: 09102198 Material Description: Ume Treated Brown Clay Tested By: Jason Allen Material Use: Roadway .... ._-............ ,...
"." " ...-.. 'T_ •••• __.,,'_ ._•••"., .... " ...." ..-._--."..." ''''"."r-'. ..... . ... .... 􀁾􀀠.................................... au 􀁾􀁾􀀠! .... '" ''''''"'T';'-􀁾􀁲􀀭􀀮􀀧􀀠.........􀁾􀀠..
.... .. f 􀂷􀁾􀂷􀂷􀂷•• 􀁾􀁾􀁾􀁉􀀭􀁦􀁩􀀺􀀧􀁾􀁾􀁾􀀿􀁾􀁾􀀿􀁾􀁾t:.·.. n.o 􀁾••􀀬􀀺􀀺􀁾:0:it it ••••••••.•••.... 􀀧􀁾􀂷􀁬􀁾􀀠􀁮􀁾􀁾􀁾􀁾􀁾􀁾􀁾􀀭􀀫􀁾􀁾􀁾􀀭􀀫􀁾􀁾􀁾􀀭􀀫􀁾􀁾􀁾􀁾􀀭􀀫􀁾􀀠• M 07.'
.... .... Maximum Dry Density: 80.6 pet Uquid Umit: 48 39 9 Optimum Moisture Percent: 36.6 % Plastic Limit: Test Method(s): ASTM D698-A. D4318-B, D1140 Rammer Description: Mechanical
Remarks: Plasticity Index: Preparation Procedure: Passing No. 200: USCS: Moist 43.8 % TERRA-MAR,INC. 4 :t: :/'.:J1:? P<I!' The resuH$ Pn!Slll1ted in this report pertain only to the specific
􀁾􀀮􀁭􀀮tested. This report was produced for the exclusl"" use of the client. Any reproduction of this report, or any part therein, is strictly prohibtted without the expre.s written
con.ent of TM!. Page 1 of 1 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed BeII Construction REPORT DISTRIBUTION:
PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 09/11/98 Huitt·Zoliars, Inc .• Kenneth Roberts, P .E. TMI REPORT #: DC98·050·62 Town of Addison· James
Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS ( '\ PROJECT DATA Strength (psi): 650 X (J,tr:;:.. +n c; 􀀷􀁾Sf.r1"')tl.) Placement Date: 09/02198 Slump (in.): Sampled By: Bryan
Glennon Air Content (%): Weather: Clear Concrete Temp ("F): Supplier/Mix: Ed Bell Construction FIELD DATA SET #1 Ticket #: 14247 Time Batched: 09:30 Slump (in.): 5.50 Air Content: 4.5
Conc. Temp. ("F): 90 Ambient Temp. ("F): na Placement Location: Paving, 20' north of south end and 15' east of west end Remarks: Time Sampled: 10:00 Unit Weight (pel): ----=-=:n7a=---Yardage
(c.y.): ___--=6:.;:0__-'-_ FIELD DATA SET #2 Ticket #: 14255 Time Batched: 01 :00 Time Sampled: 1:30 Unit Weight (pel): ----'-'n.;;;.a::......--Slump (in.): 4.00 Air Content: 4.0 Cone.
Temp. ("F): 90 Ambient Temp. (oF): na Yardage (c.y.): ___--'-13:;,;0'--___ Placement Location: Paving at Quorum Road at station 6+00 Remarks: , CONCRETE COMPRESSION TEST RESULTS BEAMS
MOLDED AND CURED PERASTM C31, TESTED PER ASTM C78 Set # Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth. D Average Width, B Modulus of Rupture (psi) Notes 1 ARI090201 ARI090202
ARI090203 AR1090204 09/09198 09/09198 09130/98 09/30/98 7 7 28 28 6.00 6.00 6.00 6.00 450 450 2 AR1090205 ARI090206 ARI090207 ARI090208 09/09198 09/09198 09/30/98 09130198 7 7 28 28
6.00 6.00 6.00 6.00 495 590 􀁾􀁉i:·· (1l SPAN LENGTH OF 1SINCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY
WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS; C138, C143, C172, C231 Note: This report is for the exclusive use of the Client
Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lana, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN·PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements REPORT DATE: 9/10/98 Ed Bell Construction· Doug Teter
Huitt Zollar, Inc •• Kenneth Roberts, P.E. Town of Addison· James Pierce, P.E. TMI REPORT NO.: DC98·050·166 Town of Addison • Dave Wilde, P.E. SPECIFICATIONS Percent Compaction: 95+
Molsture Cootsnt (%): ---:0=p7t+:---TEST DATA Dats Tested: 9/3/98􀁔􀁥􀁣􀁨􀁮􀁩􀁣􀁬􀁡􀁮􀀺􀀭􀁾􀁍􀀺􀀭􀀮􀀧􀁩􀀺􀀺􀁋􀀧􀀻􀀻􀀻􀁡􀁳􀀺􀀧􀀺􀁨􀀺􀀧􀀺􀁥􀁾􀁭􀀺􀀭􀀭􀀭􀀭􀀭􀀭MATERIAL REFERENCE CURVE DATA
CURVE NO. TEST METHOD MATERIAL DESCRIPTION OPTIMUM MOISTURE (%) MAX,DRY DENSITY (pel) 5 0698 Ume Treated Brown Clay with Gravel 25.7 93.6 IN·PLACE TEST RESULTS DENSITY AND MOISTURE TESTS
ARE PER ASTM 02922, 03017, RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 3 4 Grade Grade Grade Grade East bound ArapahO Rd. 60+75 East
bound Arapaho Rd. 62+25 East bound Arapaho Rd. 64+00 East bound Arapaho Rd. 65+50 5 5 5 5 27.7 29.0 27.8 26.5 92.6 91.1 90.0 90.9 98.9 97.3 96.2 97.1 GAUGE I.D.: 10903 STD. DENSITY COUNT:
2356 STD. MOISTURE COUNT: _......:6-"08,,,-_ "R" AFTER TEST NUMBER INDICATES RETEST. -INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS: ________________________________________________
____________ Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results
apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIE!W LUBBOCK AUSTIN 11050 Ables Lane, Dal/as. Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY 'rEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Sen Construction -Doug Teter REPORT DATE: 9/1
0/98 Huitt Zollar, Inc .• Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. TMI REPORT NO.: DC98·050-57 Town of Addison· Dave Wilde, P.E. SPECIFICAnONS TEST DATA Percent Compectlon:
95% Moisture Content (%1: 􀀭􀀭􀀢􀀧􀀻􀁯􀀺􀀺􀀺􀁰􀀷􀀺􀁴􀀫􀁾􀀭Date Tested: 9/1/98 Technician: 􀁾􀁍􀁾􀀮K;;.a=-s-'::h"=e-=m:------MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATEf!lAlDESCFUPTION
OPTIMUM MOISTURE (%) MAX. DRY DENSITY (pel) 6 0598 Lime Treated Yellow & Srown Clay 21.0 102.5 5 0698 Lime Treated Brown Clay 25.7 93.6 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS
ARE PER ASTM 02922, 03017, RESPECTIVELY TEST NO. ELEVATION ORUFT LOCATION REF. REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 3 4 5 Grade Grade Grade Grade Grade West bound Arapaho
Rd. station 53+25 West bound Arapaho Rd. station 54+85 West bound Arapaho Rd. station 56+50 West bound Arapaho Rd. station 57+75 West bound Arapaho Rd. station 58+70 6 5 5 5 5 24.2 26.2
29.1 29.4 29.5 102.1 97.9 90.9 92.9 92.0 99.6 104.6 97.1 99.3 98.3 GAUGE 1.0.: 10903 STD. DENSITY COUNT: 2416 STD. MOISTURE COUNT: __--=6..:.0_1__ "R" AFTER TEST NUMBER INDICATES RETEST.
'INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS: ________________________________________________________ Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without the writtenconsent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements REPORT DATE: 9110198 TMI REPORT NO,: DC98-050-63
Ed Bell Construction -Doug Teter Huitt Zollar, Inc. -Kenneth Roberts, P.E. Town of Addison -James Pierce, P ,E. Town of Addison -Dave Wilde, P.E. SPECIFICATIONS TEST DATA Pereent compaetlon:
__...:9:.:;5",+__ Mol.tu..... Content ('!o): opt+ Date Tested: 􀁟􀁾􀀹􀀱􀀻􀀮􀀻􀀲􀀱􀀽􀀬􀀹􀀸􀀽􀀭______ Tec:hnlelan: M, Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL
DESCRIPTION OPTIMUM MOISTURE (%) MAX. DRY DENSITY (pel) 5 0698 Lime Treated Brown Clay 25.7 93,6 6 0698 Lime Treated Brown & Gray Clay with Gravel 21.0 102.5 IN-PLACE TEST RESULTS DENSITY
AND MOISTURE TESTS ARE PER ASTM D2922, 03017, RESPECTIVELY TEST NO. ELEVATION ORUPT LOCATION REF, CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 3 4 5 6 7 Grade Grade Grade Grade Grade Grade
Grade East bound Arapaho Rd. station 53+50 East bound Arapaho Rd. station 54+75 East bound Arapaho Rd. station 56+00 East bound Arapaho Rd. @driveway @Northwest corner East bound Arapaho
Rd. @driveway @Southeast comer East bound Arapaho Rd. station 57+23 East bound Arapaho Rd. @spectrum 6 6 6 6 6 6 6 22.8 23.2 24.4 23.7 22.5 27.6 28.6 101.3 101.2 99.4 99.2 99.8 91.1
91.0 98.8 98.7 97.0 96.8 97.4 88.9 88.8 GAUGE 1.0.: 10903 STD. DENSITY COUNT: 2414 STD. MOISTURE COUNT._--,5;..;.9_7__ "R" AFTER TEST NUMBER INDICATES RETEST. • INDICATES FAILURE TO
COMPLY WITH PROJECT SPECIFICATIONS REMARKS: _____________________________________________________ Note: This report is for the exclusive use of the Client addressed, This report may
not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. TERRA·MAR, INC. 
,TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS Dallas Fort Worth Houston Austin Longview Lubbock 11050 Ables Lane, Dallas, Texas 75229 Phone: 972-488-8080 Fax: 972-488-8080
LIME TREATED SOIL THICKNESS DETERMINATIONS "Revised Copy. Report No. Client: Ed Bell Conslruction Distribution: Project: Arapaho Road Improvements Ed Bell Construction -Doug Teter Report
No.: DC98-050-SS* Huitt-Zollars, Inc. -Kenneth Roberts, P.E. Report Date: 09102198 Town of Addison -James Pierce, P.E. Sample Date: 08131198 Town of Addison -Dave Wilde station 42+00
Eastbound station 42+25 7.06 Note: This report is for the exclusive use of the cnent addressed. This report may not be reproduced except in its entirety, without the written consent
of TMI. Result apply onlv to above tests. 􀁾􀁾􀀨􀁘􀀺􀁾􀁥􀀮􀁲 TERRA-M , INC. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUSSOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 09/14/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-70 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi):
_....:6:..;:5..::.0____ Slump (in.): Air Content (%): Concrete Temp ("F): PROJECT DATA Placement Date: 09/04/98 Sampled By: Ed Emanuel Weather: Sunny Supplier/Mix: Ed Bell Construction
FIELD DATA SET#1 Ticket#: 14318 Time Batched:_..;0::.;9;:;:45::::-_ Slump (in.): 2.00 Air Content: 􀁟􀁾􀀳􀀮􀁾􀀸__ Cone. Temp. (oF): 91 Ambient Temp. 􀁥􀁆􀀩􀀺􀀺􀀭􀀮􀀺􀀢􀀬􀀮􀀮􀀮􀀺􀀺􀀺􀀹􀁾􀀷__
Placement Location: Paving at Arapaho Road, station 46+25 Time Sampled: 9:55 Unit Weight (pcf): ----=-n:.;:a"'---Yardage (c.y.): ___􀁾􀀱􀀲􀀺􀀺􀀮􀀺􀀶􀀺􀀺􀀭___ Remarks: FIELD DATA SET
#2 Ticket #: Slump (in.): 14323 Time Batched: Air Content: 11 :00 3.8 Time Sampled: 11:22 Unit Weight (pef): ----'-'n:.:a=----Conc. Temp. ("F): 98 Ambient Temp. (oF): 98 Yardage (c.Y'):
___...:1c.:..7.;..1___ Placement Location: Paving at Arapaho Road, station 45+45 Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 AgeSet
# Beam # Test Date Max. Load Average Average Modulus of Notes (Days) (Ibs) Depth, D Rupture (psi) Width, B 09/11/98 7ARI090401 6.00 6.00 510 6,00 4851 ARI090402 09/11/98 7 6.00 ARI090403
10102198 28 ARI090404 10/02198 28 09/11/98 6.00 6.00 390ARI090405 7 470 ARI090407 09/11/98 6.00 6.002 ARI090406 7 2810/02198 28ARI090408 10/02198 (1) SPAN LENGTH OF 18 INCHES, UNLESS
NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS
ARE PER APPLICABLE ASTM STANDARDS: Cl36, Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed. 􀁾r ::£6J?, P..' "IERRA-MAR. INC. the written consent of
TMI. Results apply only to above tests. This report may not be reproduced except in its entirety, without 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 09/14/98 Huitt-Zollars, Inc. -Kenneth Roberts, P .E. TMI REPORT #: DC98-050-70 Town of Addison -James Pierce, P.E. Town of Addison -Dave
Wilde SPECIFICATIONS FIELD DATA SET #3 PROJECT DATA Ticket #: 14333 Time Batched: 13:40 Time Sampled: 14:08 Slump (in.): 3.50 Air Content: 4.0 Unit Weight (pcl): na Conc. Temp. rF):
94 Ambient Temp. ('F): 103 Yardage (c.y.): 261 Placement Location: Paving at Arapaho Road. station 44+50 Remarks: FIELD DATASET #4 Ticket#: Time Batched:____ Time Sampled: Slump (in.):
Air Content: Unit Weight (pcl): --------Conc. Temp. ("F): Ambient Temp. (oF): ---Yardage (c.y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED
AND CURED PER ASTM C31, TESTED PER ASTM C78 Set # Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture (psi) Notes 3 AR1090409 ARI090410 ARI090411
ARI090412 09/11/98 09/11/98 10/02198 10/02198 7 7 28 28 545 425 4 (1) SPAN LENGTH OF 18 INCHES. UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING.
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: CI38, CI43, C172, C231 Note: This report is for the
exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply onlv to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 9/8/98
Huitt Zollar, Inc. -Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. TMI REPORT NO.: DC98-050-54 Town of Addison -Dave Wilde, P.E. SPECIFICATIONS TEST DATA Percent Compaction:
95+ Date Tested: 8/3/98 Moisture Content (%): opt+ Technician: M. Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRIPTION OPTIMUM MOISTURE (%) MAX. DRY DENSITY
(pel) 5 0698 Lime Treated Brown Clay With Gravel 25.7 95.6 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY TEST NO. ELEVATION ORUFT LOCATION
REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 3 4 5 6 Grade Grade Grade Grade Grade Grade West bound Arapaho Rd. @station 44+ West bound Arapaho Rd. @station 43+ West bound Arapaho
Rd. @station 41 + West bound Arapaho Rd. @station 40+ East bound Arapaho Rd, @station 41+5 East bound Arapaho Rd, @station 42+8 5 5 5 5 5 5 26.4 26.2 27.3 26.1 26.1 26.5 96.8 98.6 100.4
101.3 100.8 99.5 101.3 103.1 105.0 106.0 105.4 104.1 GAUGE 1.0.: 10903 STD. DENSITY COUNT: 2363 STD. MOISTURE COUNT: _.....;;5;;:,96.;;...._ "R" AFTER TEST NUM6ER INDICATES RETEST .
• INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS: _______________________________________________________________________ Note: This report is for the exclusive use
of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TM)' Results apply only to above tests. TERRA-MAR, INC. 
I TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOU8l'ON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Teras 75229 Phone:972-488-8800 Far:
972-488-8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT iI: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho Road Improvements Ed Bell
Construction -Doug Teter 9/419& Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98..Q50-39 Town ofAddison -James Pierce, P.E. Town ofAddison -Dave Wilde SPECIFICATIONS PROJECT DATA Strength
(Psi): 􀁟􀀮􀀺􀁊􀀮􀀴􀀺􀀺􀀮􀀺􀁯􀁯􀁾􀀰_____ Placement Date: &15198 Slump (in.): 4 SampJedBy: E.M. Air Content (,,10): --n:...a-----Weather: Cloudy & wann Concrete Temp ("F): 95 Supp1ierlMix:
Lattimore #42 FIELD DATA SET ill Ticket#: 7056035 Time Batched: 􀁟􀁾􀀰􀁾􀀱􀀺􀀮􀀺􀀺􀀺􀀳􀁾􀀴__ Time Sampled: ____2"':""25'--___ Slump (In.): 3.50 Air Content: __-;na;:c-__ Unit Weight
(pcf): ___--':na7-___ Conc. Temp. ("F): 94 Ambient Temp. (oF): __...:;9.;:.1__ Yardage (c.y.): ___--=:10::.-___ Placement Location: Retaining wall -East end Remarl<s: FIELD DATA SET
#2 Ticket#: Time Batehed: _____ Time Sampled: Slump (in.): Air Content: _____ Unit Weight (pcf): -------Cone. Temp. ("F): Ambient Temp. ("F): _____ Yardage (c.y.): ________ Placement
Location: Remarl<s: CONCRETE COMPRESSION TEST RESULTS ! CYLINDERS MOLDED AND CURED PER ASTM CU, TESTED PERASTM C39. CAPPED PER ASTM C617 Cylinder # Test Date Set # 8112198ARI080501 ARI080502
912198 ARI080503 912198 ARI080504 DISCARD Age (Days) 7 28 28 Max. Load (lbs) 115150 127200 135210 Area (sq. in.) 28.27 28.27 28.27 Strength (psi) 4070 4500 4780 FC Notes U U U :.-' (1)
NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in, UNLESS NOTED ABOVE. (2) TYPE ..A" CONE FRACTURE UNLESS INDK:ATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES. (4) FlELD TESTS ARE PER APPUCABLE AS1M STANDARDS: C13!!, C143, C1"72, C231 Note: This report is for the exclusive use ofthe Client addressed. This report roay
not be reproduced except in its entirety, without the written consent of TMl. Results apply mIlv to above tests. 
TERRA-MAR, INC, GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENG'rH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION:
PROJECT: Arapaho Road Improvements Ed 8ell Construction -Doug Teter REPORT DATE: 10101198 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC9S-050-62 Town of Addison -James
Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi): _...:6:..:5:::.0____ Slump (in.): Air Content (%): Concrete Temp (oF): PROJECT DATA Placement Date: 09102198 Sampled
By: Bryan Glennon Weather: Clear SupplierlMix: Ed Bell Construction FIELD DATA SET #1 Ticket#: Slump (in.): 14247 5.50 Time 8atched: Air Content: 09:30 4.5 Time Sampled: 10:00 Unit Weight
(pet): ---...!.::.n:.::a=----Conc. Temp. ("F): 90 Ambient Temp. ("F): na Yardage (c.y.): ___----:6;.;;;0____ Placement Location: Paving, 20' north of south end and 15' east of west end
Remarks: FIELD DATA SET #2 Ticket #: Slump (in.): 14255 4.00 Time Batched: Air Content: 01 :00 4.0 Time Sampled: 1:30 Unit Weight (pet): -------'-'n:::.a=-----Conc. Temp. (oF): 90 Ambient
Temp. ("F): na Yardage (c.y.): ___----'-13"'0"----___ Placement Location: Paving at Quorum Road at station 6+00 Remarks: Set# Beam # Test Date CONCRETE COMPRESSION TEST RESULTS BEAMS
MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Age Max. Load Average Average (Days) (Ibs) Depth, D Width, B Modulus of Rupture (psi) Notes 1 ARI090201 ARI090202 AR1090203 ARI090204
09/09/98 09/09/98 09/30/98 09/30196 7 7 28 28 5400 5400 7960 8820 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 450 450 665 735 2 ARI090205 ARI090206 ARI090207 ARI090206 09/09/98 09/09/96
09/30/98 09/30196 7 7 28 28 5940 7080 7960 7660 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 495 590 665 655 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO
TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl38, Cl43,
Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results
apply only to above tests. 
1 TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN I I 050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:
972-488-8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Co1lS1:ruction REPORT DISTRIBUTION: Arapaho Road Improvements Ed Bell
Construction· Doug Teter 9/29/98 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98.()50-36 Town ofAddison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS PROJECT DATA Strength
(Psi): _""4""'00""0'--____ Placement Date: 813/98 Slump (in.): __4=--_____ Sampled By: E.M. Air Content (%): _---:00:"::-______ Weather: Hot Concrete Temp COF): 95 Supplier/Mix: Lattimore
#42 FIELD DATA SET #1 Ticket#: 53591 Time Batched: _--,0.;:.2::..;;0.;;.0__ Time Sampled: ___...;3=..:::;;.10::......___ Slump (in.): 3.00 Air Content: --.;c:na:7---Uuit Weight (pcf):
___......:;na7-___ Cone. Temp. (oF): 98 Ambient Temp. (oF): __.:.;IO;.::2=--_ Yardage (c.y.): ___....!;;10"-___ Placement Location: Retaining wall· Northside Remarks: FIELD DATA SET
#2 Ticket#: Time Batched: _____ Time Sampled: Slump (in.): Air Content: _____ Unit Weight (pet): -------Cone. Temp. ("F): Arabient Temp. ("P): _____ Yardage (e.y.): ________ Placement
Location: Remarks: CONCRETE COMPRESSION TEST RESULTS ASTMC617 89110 3150 UARl080301 8110/98 7 28.27 100630 3560 U * ., Does not meet specifIcationARl080302 8/31/98 28 28.27 3240 U *
., Does not meet specifICationARl080303 8/31198 28 91480 28.27 28.27 UARl080304 (1) NORMAL CYLINDER SlZE 6" X 12", AREA 28.27 sq. In., UNLE8S NOTED ABOVE. (2) TYPE "A" CONE FRAG= UNLESS
INDICATED OTIIERWlSE INNOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPUCABLE ASTM STANDARDS, C13S, Cl43, Gin, C231 :
S repo IS or e exc USlve use a e len a esse. This report may not be reproduced except in its entirety, without the written consent ofTMl. Results a I ani to above tests. 􀁾􀀺􀁴􀁭􀀧􀁜􀀭􀁍􀁬􀁁􀁒􀀬Inc.

TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION:
PROJECT; Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 10/01198 " Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-76 " Town of Addison -James
Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (PSi): 650 Slump (in.): --;;3:::+''''-1.----Air Content (%): _..::;5_-..::;8____ Concrete Temp eF) na PROJECT DATA Placement
Date: 09123198 Sampled By: John Sullivan Weather: Clear Supplier/Mix: Lattimore FIELD DATA SET #1 Ticket #: 6080783 Time Batched: na Time Sampled: 8:45 Slump (in.): 3.00 Air Content:
5.5 Unit Weight (pc!):-----"n::a::'---Cone. Temp. eF): 80 Ambient Temp. eF): 80 Yardage (c.y.): ____n:.;.;a:.-___ Placement Location: South end of Arapaho, west of Tollway, station 66+50
Remarks: FIELD DATA SET #2 Ticket #: 13024 Time Batched: na Time Sampled: 12:00 Unit Weight (pc!): -----'-'n::.a=-=---Slump (in.): 2.50 Air Content: 5.4 Cone. Temp. ("F): 84 Ambient
Temp. C'F): 88 Yardage (c.y.): ___---'n"'a'--___ Placement Location: South end of Arapaho, west of Tollway, station 64+50 Remarks: CONCRETE COMPRESSION TEST RESULTS Notes ARI092301 09/30/98
7 9480 6.00 6.00 790 1 ARI092302 09/30/98 7 8760 6.00 6.00 730 ARI092303 10/21/98 28 ARI092304 10/21/98 28 ARI092305 09130198 7 8820 6.00 6.00 735 2 ARI092306 09130/98 7 7500 6.00 6.00
625 ARI092307 10/21/98 28 ARI09230e 10121/98 28 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) 􀁔􀁾􀁓􀁔RESULTS
COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: CI38, CI43, C172, C231 Note: This report is for the exclusive use of
the Client addressed. This report may not be reproduced except in its entirety. without the written consent of TMI. Results apply only to above tests. '. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 10101/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT
#: DC98-050-76 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS FIELD DATA SET #3 PROJECT DATA Ticket #: na Time Batched: _--;n",a;;.-_ Time Sampled: 4:40
Unit Weight (pct): -----'-n'-'a:=---Slump (in.): 2.50 Air Content: 5.0 Conc. Temp. (oF): na Ambient Temp. (oF): 􀀭􀀢􀀢􀀢􀀧􀀹􀀺􀀺􀀺􀀰􀁾􀀭Yardage (c.y.): ___--'nc:.:a=---___ Placement
Location: South end of Arapaho, station 6+00 Remaf1(s: FIELD DATA SET #4 Ticket #: Time Batched: _____ Time Sampled: Slump (in.): Air Content: Unit Weight (pct): ---------Conc. Temp.
(oF): Ambient Temp. (oF): ----Yardage (c.y.): _________ Placement Location: Remaf1(s: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER AsTM C78 Set#
Beam # Test Date 3 ARI092309 ARI092310 ARI092311 ARI092312 09/30/98 09/30/98 10/21/98 10/21/98 4 Age (Days) 7 7 28 28 Max. Load (Ibs) 8580 7440 (1) SPAN LENGTH OF 1 B INCHES, UNLESS
NOTED ABOVE. Average Depth, D 6.00 6.00 Average Modulus of Notes Rupture (psi) Width, B 6.00 715 6206.00 f·= (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING.
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl3B, Cl43, C172, C23l 􀁾􀀠.: Note: This report is for
the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS PORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 09/21/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-73 Town of Addison -James Pierce, P .E. Town of Addison -Dave
Wilde SPECIFICATIONS Strength (psi): _...:6:;::5.::.0____ Slump (in.): Air Conlent ('¥o): Concrete Temp ('F): PROJECT DATA Placement Date: 09/10/98 Sampled By: Bryan Glennon Weather:
Cloudy Supplier/Mix; Lattimore FIELD DATA SET #1 Tlcket#: 14406 Time Batched: 08:20 Slump On.): 2.00 Air Content: 3.0 Conc. Temp. ("F): 85 Ambient Temp. ("F): 70 Placement Location:
Paving al station F1.26, 10' westbound Remarks: Time Sampled: 9:00 Unit Weight (pc!): ----=.:=:=-----,,,..Yardage (c.y.): ___-=:::-___ FIELD DATA SET #2 Ticket #: Time Batched: _____
TIme Sampled: Slump (in.): Air Content: Unit Weight (pcf): --------Cone. Temp. ("F): Ambient Temp. ('F): ---Yardage (c.y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION
TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31. TESTED PER A5TM C78 Set # Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth. D Average Width, B Modulus of Rupture (psi) Notes
1 ARI091001 ARI091 002 ARI091 003 ARI091 004 09/17/98 09/17/98 10/08/98 10/08/98 7 7 28 28 6.00 6.00 6.00 6.00 725 570 2 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS
GROUND PRIOR TO TESTING. LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS;
C138. C143, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI.
Results applv only to above tests. 
I TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DAllAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN lJ050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: 972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 08131198
HUitt·Zollars, Inc. Kenneth Roberts, P.E. _ TMI REPORT #: DC98-050·36 Town of Addison· James Pierce, P.E. ---Town of Addison· Dave Wilde SPECIFICATIONS PROJECT DATA Strength (psi): _..;40"':0:"0'--__
___ Placement Date: 08/03/98 Slump (in.): 4 Sampled By: E.M. Air Content ("/o); --na;:...-----Weather: Hot Concrete Temp eF): 95 SnpplierlMix: Lattimore #42 FIELD DATA SET #1 Ticket#:
53591 Time Batched: _--,,0:::2::.::oo=-_ Time Sampled: 3: 10 Unit Weight (pet): ---"::":na:::::"--Slump (in.): 3.00 Air Content __􀀻􀀮􀀮􀁮􀁡􀁾__ Cone. Temp. (oF): 98 Ambient Temp. eF):
__;;;;;10:.::2:......_ Yardage (CS.): ___--"'10'--___ Placement Location: Retaining wall • Northside Remarks: FIELD DATA SET #2 Ticket#: Time Balched: Time Sampled: Slump (in.): Air
Content: ----Unit Weight (pcf): -------Cone. Temp. 􀀨􀁾􀀺􀀠Ambient Temp. eF): _____ Yardage (c.y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS
MOLDED AND CURED PERASTM ClI, TESTED PER ASTM 09, CAPPED PER ASTM COl7 Age (Davs) Max. Load (lbs)Cylinder # TeslDate Area (sq. in.) Strength (psi) Set # FC Notes : 7ARIOS0301 OS/IO/98
89110 28.27 3150 U ARI080302 28.27OS131198 28 100630 3560 * • Does not meet specification ARI080303 28 9148008/31198 28.27 3240 • • Does not meet specification ARI080304 09128/98 56
I (I) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 'q.II1., UNLESS NOTED ABOVE. (2) TYPE "An CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPEClFICATIONS
UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PERAPPUCABLE ASTMSTANDARDS: C138,C143, Cl72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not
be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. TERRA-MAR,'Inc. 
i TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS Dallas Fort Worth Houston Austin Longview Lubbock 11050 Ables Lane, Dallas, Texas 75229 Phone: 972-488-8080 Fax:
972-488-8080 LIME TREATED SOIL THICKNESS DETERMINATIONS Client: Ed Bell Construction Distribution: Project: Arapaho Road Improvements Ed Bell Construction· Doug Teter Report No.: DC98·050·65
Huitt·Zollars, Inc .• Kenneth Roberts, P .E. Report Date: 09/04/98 Town of Addison· James Pierce, P.E. Sample Date: 09/03/98 Town of Addison· Dave Wilde station 65+50 2 4 Eastbound Eastbound
station 63+25 5 7 Eastbound Eastbound station 61 +008 Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its entirety, without
the written consent of TMI. Result apply only to above tests. 7.0 7.50 7.0 7.5 7.0 
! TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS Dallas Fort Worth Houston Austin Longview Lubbock 11050 Ables Lane, Dallas, Texas 75229 Phone: 972-488.8080 Fax:
972-488·8080 LIME TREATED SOIL THICKNESS DETERMINATIONS Client: Ed Bell Construction Distribution: Project: Arapaho Road Improvements Ed Bell Construction· Doug Teter Report No.: DC98·050·59
Huitt·Zoliars, Inc. -Kenneth Roberts, P.E. Report Date: 09104198 Town of Addison· James Pierce, P.E. Sample Date: 09101198 Town of Addison· Dave Wilde +. , station 58+50 3 7.0 4 station
56+25 5 6 station 54+75 7.0 station 54+00 :.. , 􀁾􀀢􀀠.'. Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its entirety,
without the written consent of TMI. Result apply only to above tests. 
I TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS Dallas Fort Worth Houston Austin Longview Lubbock 11050 Ables Lane, Dallas, Texas 75229 Phone: 972-488-8080 Fax:
972-488-8080 LIME TREATED SOIL THICKNESS DETERMINATIONS Client: Ed Bell Construction Distribution: Project: Arapaho Road Improvements Ed Bel! Construction -Doug Teler Report No.: DC9S-050-64
Huitt-Zollars. Inc. -Kenneth Roberts, P .E. Report Date: 09/04198 Town of Addison -James Pierce, P .E. Sample Date: 09/02198 Town of Addison -Dave Wilde slation 56+504 7.5 SEcomer 7.06
1 7 Eastbound slation 53+75 NWcomer Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except in its entirety, without the written
consent of TMI. Result apply only 10 above tests. 􀁾􀁾< ;;t::;tq; (JrrTERRA-M, INC. ' 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: (972)488-8080
STABILIZED SOIL GRADATION REPORT CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction· Doug Teter REPORT DATE: 09/04/98 Huitt·Zoliars, Inc.
-Kenneth Roberts, P.E. TMI REPORT #: DC98·050·58 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde Test Method: Technician: M. Kashem Minimum % Passing 1 3/4" Sieve: 100
Date Tested: 09/01/98 Minimum % Passing No.4 Sieve: __......::6..;;,0___Stabilizing Agent __...;L::.:i:..:;m"'e__________ 1 Westbound Rd, station 57+50 2 Westbound station 54+85 Remarks:
100 66.5 100 73.2 L· Note: This report Is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TML
Results apply only to above tests. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 09/16198 Huitt-Zollars, Inc .• Kenneth Roberts, P.E. TMI REPORT #: DC98-050-69 Town of Addison· James Pierce, P.E. Town of Addison· Dave
Wilde SPECIFICATIONS Strength (psi): _-;6;::5:,;;0;-____ Slump (in.): 3· 5 Air Content (%): -..::5:-• ..::8:----Concrete Temp (oF) 95 PROJECT DATA Placement Dale: 09/03/98 Sampled By:
John Sullivan Weather: Clear SuppJierlMix: Ed Bell FIELD DATA SET #1 Ticket #: Slump (in.): 14285 3.00 Time Batched: Air Content: na 5.0 Time Sampled: 12:30 Unit Weight (pcf): ----"n:;,a;;,;;;,.---Co
nc. Temp. ("F): 90 Ambient Temp. (oF): 98 Yardage (c.y.): ___......:;n:;;;a____ Placement Location: Paving at Arapaho Road, station 50+20 Remarks: FIELD DATA SET #2 Ticket #: Time Betched:
_____ Time Sampled: Slump (in.): Air Content: Unit Weight (pet): --------Conc. Temp. (oF): Ambient Temp. C'F): ---Yardage (c.y.): ________ Placement Location: Remarks: Set# Beam # CONCRETE
COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM cr8 Test Date Age Max. Load Average Average (Days) (lbs) Depth, D Width, B Modulus of Rupture (psi) Notes
1 ARI090305 ARI090306 ARI090307 ARI090308 09/10/98 09/10/98 10/01/98 10/01/98 7 7 28 28 6.00 6.00 6.00 6.00 615 645 2 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS
GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS:
Cl38, Cl43, Cl72,C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only
to above tests. ERRA-MAR, INC. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: (972)488-8080
STABILIZED SOIL GRADATION REPORT CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 09/04/98 Huitt-Zollars, Inc.
-Kenneth Roberts, P.E. TMI REPORT #: DC98-050-60 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde Test Method: Technician: M. Kashem Minimum % Passing 13/4" Sieve: __---:..10:..;0'--__
Date Tested: 09/01/98 Minimum % Passing No.4 Sieve: __----:;6..:.0___Stabilizing Agent ___L:::i:..:.m:.::e__________ 1 Eastbound station 54+00 2 Eastbound station 56+25 100 100 Remarks:
Note: This report is for the exclusive use at the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to
above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DAllAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK 11050 Ables Lane, Daflas, Texas 75229 Phone:972-488-8800 Fax: (972)488-8080
STABILIZED SOIL GRADATION REPORT CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 09/04/98 Huitt-Zollars, Inc.
-Kenneth Roberts, P.E. TMI REPORT #: DC98-050-68 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde Test Method: Technician: M. Kashem Minimum % Passing 1 314" Sieve: __--"10:.:0'---__
Date Tested: 09102198 Minimum % PaSSing No.4 Sieve: 60 Stabilizing Agent __...:L:::im=e__________ Remarks: Note: This report is for the exclusive use of the Client addressed. This report
may not be reproduced except in its entIrety. without the written consent of TMI. Results apply only to aboVe tests. TER-M,INC. 
_________________________________ _ TERRA·MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT:
Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction· Doug Teter REPORT DATE: 09f16f98 Huitt·Zoliars, Inc .. Kenneth Roberts, P .E. TMI REPORT
#: DC98·050-67 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi): 􀁟􀀭􀀽􀀶􀁯􀀮􀀺􀀺􀀵􀁾􀀰____ Slump (in.): 3 • 5 Air Content (%): --:5:-....;8=----Concrete
Temp ("F) 95 PROJECT DATA Placement Date: 09/03198 Sampled By: John Sullivan Weather: Clear Supplier/Mix: Ed Bell FIELD DATASET #1 Ticket #; Slump (in.): Cone. Temp. ("F): na 2.50 89
TIme Batched: _--;n,::a;-_ Air Content: 5.1 Ambient Temp. COF): -----':9"'0:--Time Sampled: 10:15 Unit Weight (pcl): ---....:..:::n'""a"'---Yardage (c.y.): ___--'-n:;::a____ Placement
Location: Paving at Arapaho Road Remarks: FIELD DATA SET #2 Ticket #: Time Batched: Time Sampled: Slump (in.): Air Content: ---Unit Weight (pcl): ---------Conc. Temp. (OF): Ambient Temp.
(.F):_____ Yardage (c.y.): _________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C78 Set # Beam # Test Date Age
(Days) Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Rupture (psi) Notes 1 ARI090301 ARI090302 ARI090303 AR1090304 09/10/98 09/10/98 10/01/98 10/01/98 7 7 28 28 6.00 6.00
6,00 6.00 595 580 ! 2 (1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE, (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT
SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231 Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without 'le written consent of TMI. Results a I only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION:
PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 09/14/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-71 Town of Addison -James
Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi): _...:6:.:5.::.0____ Slump (in.): Air Content (%): Concrete Temp ("F): PROJECT DATA Placement Date: 09/08/98 Sampled
By: John Sullivan Weather: Clear Supplier/Mix: Ed BelilLattimore FIELD DATA SET #1 Ticket #: Slump (in.): Conc. Temp. ("F): 14360 3.00 91 Time Batched: _---=n.::a=--_ Air Content: na
Ambient Temp. (oF): ----;1-=04':-Time Sampled: 12:45 Unit Weight (pcl): ---""':':::':na-=--Yardage (c.y.): ____:..:;na=--___ Placement Location: Paving at Arapaho Road Remarks: FIELD
DATA SET #2 Ticket #: 607754 Time Batched: _.......;n,:.::a;-_ Time Sampled: 1 :20 Slump (in.): 3.00 Air Content: 5.1 Unit Weight (pcl): -----'n==a:=----Conc. Temp. (oF): 91 Ambient
Temp. (oF): ----;1""04':-Yardage (c.y.): ____n:..:;a=--___ Placement Location: Paving at Arapaho Road Remarks: Set # Beam # CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER
ASTM C31, TESTED PER ASTM C78 Test Date Age Max. Load Average Average (Days) (Ibs) Depth, D Width, B Modulus of Rupture (psi) Notes 1 2 ARI090801 ARI090802 ARI090803 ARI090804 ARI090805
ARI090806 ARI090807 ARI090808 09/15/98 09/15/98 10/06/98 10/06/98 09/15/98 09/15/98 10/06/98 10/06/98 7 7 28 28 7 7 28 28 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 580 560 515 500 (1)
SPAN LENGTH OF 1 B INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED
IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C13B, Cl43, C172, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced
except in its entirety, without the written consent of TMJ. Results apply only to above tests. 
__________________________________ _ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dal/as, Texas
75229 Phone:972-488-8800 CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 09/14198 Huitt·Zoliars, Inc. -Kenneth Roberts, P,E, TMI REPORT #: DC98·050·71 Town of Addison -James Pierce, P,E, Town of Addison -Dave
Wilde SPECIFICATIONS FIELD DATA SET #3 PROJECT DATA Ticket #: 6079798 TIme Batched: 03:14 Time Sampled: 4:00 Slump (in.): 3.00 Air Content: 5.0 Unit Weight (pet): na conc, Temp. ("F):
92 Ambient Temp. (oF): 107 Yardage (c.y,): na Placement Location: Paving at Arapaho Road Remarks: FIELD DATA SET #4 Ticket #: Time Batched: _____ Time Sampled: Slump (in,): Air Content:
Unit Weight (pct): ---------Conc. Temp. ("F): Ambient Temp, ("F):---Yardage (c,y,): ________ Placement Location: Remarks: Set # Beam # CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED
AND CURED PER ASTM 031, TESTED PER ASTM 078 Test Date Age Max. Load AVerage Average (Days) (lbs) Depth, D Width, B Modulus of Rupture (psi) Notes 3 ARI090809 ARI090810 ARI090811 ARI090812
09/15/98 09/15/98 10106/98 10106198 7 7 28 28 6.00 6,00 6.00 6.00 610 570 4 (1) SPAN LENGTH OF 18INOHES. UNLESS NOTED ABOVE, (2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED
DURING TESTING, (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C143, C172, 0231 Note: This report
is for the exclusive uSe of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results aoply onlv to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS Dallas Fort Worth Houston Austin Longview Lubbock 11050 Ables Lane, Dallas, Texas 75229 Phone: 972-488-8080 Fax: 972-488-8080
LIME TREATED SOIL THICKNESS DETERMINATIONS Client: Ed Bell Construction Distribution: Project: Arapaho Road Improvements Ed Bell Construction -Doug Teter Report No.: DC98-050-45 Huitt-Zollars,
Inc. -Kenneth Roberts, P.E. Report Date: 09102198 Town of Addison -James Pierce, P.E. Sample Date: 08131198 Town of Addison -Dave Wilde 1 stetion 44+50 7.03 station 41 +25 Note: This
report is for the exclusive use of the client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Result apply only to above tests.

TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: (972)488-8080
STABILIZED SOIL GRADATION REPORT CLIENT: Ed Bell Construction -DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 09/02198 Huitt-Zollars,
Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-56 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde Test Method: Technician: M. Kashem Minimum % Passing 1 3/4" Sieve:
100 Date Tested: 08/31/98 Minimum % Passing No.4 Sieve: __---=6"'0___Stabilizing Agent __...:L=i:.:.m:.:::e'---_________ Westbound Ara station 44+50 1 , :!.... Remarks: Note: This report
is for the exclusive use of the Client addressed. This report may not be reproduced except in its entiretyI without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: (972)488-8080
STABILIZED SOIL GRADATION REPORT CLIENT: Ed Bell Construction ' DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 09/02198 Huitt-Zollars,
Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-0S0-S1 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde Test Method: Technician: M. Kashem Minimum % PaSsing 1 3/4" Sieve:
100 Date Tested: 08128198 Minimum % PaSSing No.4 Sieve: __􀀮􀀮􀀮􀀺􀀺􀀡􀀸􀁾􀀰___Stabilizing Agent __.!L:!!im!!:e::..-_________ Remarks: Note: This report is tor the exclusive use ofthe
Client addressed, This report may not be reproduced except in Hs entirety, without 􀁌􀁾,T f&..e,(f¥ the written consent ot TMI. 􀁒􀁥􀁳􀁵􀁾􀁳􀀠apply only to above tests, TERRA 􀁾􀁉􀁎􀁃􀀮􀀠
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK 11050 Ables Lane, Dallas, Texas 75229 Phone:972-4BB-BBOO Fax: (972)4BB-BOBO
STABILIZED SOIL GRADATION REPORT CLIENT: Ed Bell Construction -DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction· Doug Teter REpORT DATE: 09/02198 Huitt·Zoliars,
Inc .• Kenneth Roberts, P.E. TMI REPORT #: DC98-050-48 Town of Addison· James Pierce, P.E. Town of Addison· Dave Wilde Test Method: Technician: M. Kashem Minimum % Passing 1314" Sieve:
__-=.;10::;:0:..-__ Date Tested: 08127/98 Minimum % Passing No.4 Sieve: 60 Stabilizing Agent __-=!.!::..._________ Remarks: Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in Its entirety, without the wriI!en consent of TMI. Results apply only to above teets. 
,TERRA-MAR, INC. GEOTECHNICAL. ENVIRONMENTAL AND MATERIALS ENGINEERS Dallas Fort Worth Houston Austin Longview Lubbock 11050 Ables Lane, Dallas, Texas 75229 Phone: 972-488-8080 Fax:
972-488-8080 LIME TREATED SOIL THICKNESS DETERMINATIONS Client: Ed Bell Construction Distribution: Project: Arapaho Road Improvements Ed Bell Construction -Doug Teter Report No.: DC98-050-53
Huitt-Zollars, Inc. -Kenneth Roberts, P .E. Report Date: 09/02198 Town of Addison -James Pierce, P.E. Sample Date: 08128/98 Town of Addison -Dave Wilde 1 3 Drive 5 6 9 10 12 Westbound
13 Westbound Ara station 5+50 station 51 +05 station 50+20 station 48+ 70 station 46+45 station 45+70 7.5 7.5 7.5 6.5 7.0 7.0 7.0 7.0 7.0 Note: This report is for the exclusive use of
the client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Result apply only to above tests. 4· f:1ra 􀀬􀁾TER -MA C. 
· TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS Dallas Fort Worth Houston Austin Longview Lubbock 11050 Ables lane, DaUas, Texas 75229 Phone: 972-488-8080 Fax: 972-488-8080
LIME TREATED SOIL THICKNESS DETERMINATIONS Client: Ed Bell Construction Distribution: Project: Arapaho Road Improvements Ed Bell Construction -Doug Teter Report No.: DC98-050-46 Huitt-Zollars,
Inc. -Kenneth Roberts, P .E. Report Date: 09/02198 Town of Addison -James Pierce, P.E. Sample Date: OS/27/98 Town of Addison -Dave Wilde 1 3 4 6 7 Eastbound 9 10 Eastbound 12 station
station 46+50 station 48+75 station 51+00 7.0 6.5 7.0 7.0 7.0 7.0 7.5 7.0 7.5 Note: This report is for the exclusive use of the client addressed. This report may not be reproduced except
in its entirety, without the written consent of TMI. Result apply only to above tests. da-:,y., < r .1'fi32 ,.1<TERRA-M , INC. ' 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS HOUSTON SOIL MOISTURE ·DENSITY TEST REPORT IN·PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION:
PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 08131/98 Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050-49 Town of Addison -James
Pierce, P.E. Town of Addison -Dave Wilde E.L. Dalton & Company -Mike Claxton SPECIFICATIONS TEST DATA Percent compaction: 95+ Date Tested: 􀁾􀀺􀀽􀀰􀀧􀁩􀀧􀀺􀀸􀀯􀀺􀀽􀀲􀀢􀁩􀀷􀀯􀀮􀀮􀀺􀀻􀀹􀀻􀀺􀀺􀀮􀁡___---
Moisture Content (%): Opt + Technician: M. Kasheem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRlPTION OPTIMUM MOISTURE (%) MAX. DRY DENSITY (pel) 5 0698 Lime Trea1ed
Brown Clay 25.7 93.6 6 0698 ILime Trea1ed Yellow & Tan Clay 21.0 102.5 IN-PLACE TEST RESULTS DENSnrY AND M ECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSnrY
% DENSITY 1 2 3 4 5 Grade Grade Grade Grade Grade E. bound Arapaho Rd. sla1lon sla1lon 43+20 East bound Arapaho Rd. @W. bound entrance East bound Arapaho Rd. sta1ion 44+60 East bound
Arapaho Rd. sta1lon 45+95 East bound Arapaho Rd. station 47+30 5 5 5 5 5 26.4 25.8 26.8 28.3 27.5 96.5 91.6 95.7 92.1 93.6 103.1 97.9 102.2 98.4 100.0 GAUGE I.D.: 10903 STD. DENSITY
COUNT: 2353 STD. MOISTURE COUNT: __6::.;0:.:2=--_ "R" AFTER TEST NUMBER INDICATES RETEST. "INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS: ___________________________________________
_____________________________ Note: This report is for the exclusive use of the Client addreSSed. This report may not be reproduced except in its entirety. withou1 the written consent
of TMI. Results apply only to above lests. TERRA·MA C. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dal/as, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 08/31/98
Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050-47 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde E.L. Dalton & Company -Mike Claxton SPECIFICATIONS
TEST DATA Percent Compaction: 95+ Date Tested: 08/27/98 Moisture Content (%): Opt + Technician: M. Kasheem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRIPTION OPTIMUM
MOISTURE (%) MAX. DRY DENSITY (pel) 6 D698 Lime Treated Yellow & Gray Clay With Limestone Fragments 21.0 102.5 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017,
RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 3 Grade Grade Grade East bound Arapaho Rd. @51+65 East bound Arapaho Rd. @50+30 East
bound Arapaho Rd. @48+85 6 6 6 24.5 22.9 22.0 101.2 101.7 106.1 98.7 99.2 103.5 GAUGE I.D.: 10903 STD. DENSITY COUNT: 2366 STD. MOISTURE COUNT: __--=6...:.1"'2___ ··R·· AFTER TEST NUMBER
INDICATES RETEST. "INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS: ____________________________________________________________________________ 􀁾􀀠:. Note: This report
is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. TERRA-MAR
c. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 08/31/98
Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050-50 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde E.L. Dalton & Company -Mike Claxton SPECIFICATIONS
TEST DATA Percent Compaction: 95+ Date Tested: 08/28/98 Moisture Content (%): Opt + Technician: M. Kasheem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRIPTION OPTIMUM
MOISTURE (%) MAX. DRY DENSITY (pel) 5 0698 Lime Treated Brown Clay 25.7 93.6 6 0698 Lime Treated Yellow & Tan Clay 21.0 102.5 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER
ASTM 02922, 03017, RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE MOISTURE DRY DENSITY % DENSITY 1 2 3 4 5 6 Grade Grade Grade Grade Grade Grade Arapaho Rd. West
bound @51+75 Arapaho Rd. West bound @50+40 Arapaho Rd. West bound @49+00 Arapaho Rd. West bound @47+65 Arapaho Rd. West bound @46+25 Arapaho Rd. West bound @44+60 6 6 6 6 5 5 21.9 23.7
23.8 21.5 27.3 26.3 104.6 100.2 102.0 99.5 93.4 94.1 102.0 97.8 99.5 97.1 99.8 100.5 GAUGE 1.0.: 10903 STD. DENSITY COUNT: 2368 STD. MOISTURE COUNT._---=5:,:9"'1__ "R" AFTER TEST NUMBER
INDICATES RETEST. • INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS: ______________________________________ i-. Note: This report is for the exclusive use of the Client
addressed. This report may not be reproduced except in its entirety, without the written consent of TM!. Results apply only to above tests. TERRA-MA C. 
TERRA·MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane. Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
·DENSITY TEST REPORT IN·PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 06/31/96
Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC96-0S0-S2 Town of Addison· James Pierce, P.E. Town of Addison -Dave Wilde EL Dalton & Company· Mike Claxton SPECIFICATIONS
TEST DATA Percent Compaction; 9S+ Date Tested: Moisture Content (%): Opt+ 􀁍􀀮􀁾􀀠􀁾􀁃􀁕􀁒􀁖􀁅􀁄􀁁􀁔􀁁􀀠 CURVE NO. TEST METHOD MATERIAL DESCRIPTION OPTIMUM MOISTURE (%) MAX. DRY DENSITY
(pel) 6 D698 Tan & Gray Lime Treated Clay 21.0 102.5 S D698 Lime Treated Brown Clay 25.7 93.6 IN·PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM 02922. 03017, RESPECTIVELY
TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 Grade Grade Quorum Dr. @station 5+50 Quorum Dr. @station 3+50 6 5 22.0 27.6 96.S 92.4 96.1 96.7 GAUGE
I.D.: 10903 STD. DENSITY COUNT: 2366 STD. MOISTURE COUNT:_.....o.;S9:..;1__ "R-AFTER TEST NUMBER INDICATES RETEST. • INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS:
___________________________________________ Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except In its entirety. without the
written consent of TMI. Results apply only to above tests. 
-GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALlAS FORT WORTH HOUSTON AUSTIN LONGVIEW J1050Abl.,Ln_. Dallas. Teras 75229 phone:(972)488-8800 fax:(972)488-8080 Report of Moisture-Density
Relationship Client Ed Bell Construction Project Arapsho Road Improvements Report Distribution Ed Bell Construction -Doug Teter Town of Addison -James Pierce, P.E. Town of Addison -Dave
Wilde TMI Project No. DC98-050 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI Report No. DC98-050-45 Report Date OB/25198 Material Origin: Sampled By: M. Kashem Sample Location: Eastbound
Arapsho Rd, station 49+90 Sample Date: OB/24/98 Material Description: Lime Treated Yellow and Light Tan Clay wlWLSF & Gravel Tested By: Jason Allen Material Use: Roadway I"""·j"""l·",,,·
".,," ."." . • T.O 􀀮􀁜􀀭􀀭􀀧􀀭􀁟􀀧􀀭􀀭􀀧􀀭􀀭􀁩􀀭􀁟􀀮􀁬􀀭􀀭􀀧􀀭􀀮􀀮􀀮􀀮􀁊􀁟􀀭􀁉􀀭􀀮􀀮􀀮􀀮􀀡􀀮􀁟􀁬􀀭􀀭􀀧􀀭􀀮􀀮􀀮􀀮􀀻􀁟􀀭􀀧􀀭􀀭􀀭􀀧􀀭􀁟􀀧􀀭􀁾􀀠16.0 2D.O 22.0 ...0 Moltl:ure Content(%)
􀀺􀀮􀀻􀁅􀀻􀀡􀁩􀀡􀀲􀀮􀀻􀀮􀀻􀀡􀁜􀁩􀀮􀀺􀀻􀁩􀁛􀀮􀀻􀁩􀀻􀀮􀁩􀁊􀀮􀁪􀀮􀀺􀁩􀀺􀀡􀁩􀀻􀀺􀀮􀀱􀁩􀁌􀁩􀁩􀁩􀀮􀁩􀁪􀁬􀁜􀁾􀁦􀀻􀁩􀀻􀁬􀀻􀀺􀁜􀀻􀀱􀀺􀀮􀀺..􀀱􀁩􀁴􀁍􀁾􀁾􀁦􀀮􀀡􀁾􀁩􀀡􀀻􀁾􀁛􀁾􀁂􀀮􀀺􀁾􀁴􀁾􀀺􀁾􀀧􀁀􀁒􀁴􀁉􀀺􀁾􀁴􀁩􀁾�
�􀁾􀁾􀁩􀁩􀁩􀁾􀁴􀀬􀀡􀁾􀁲􀁲􀁬􀁧􀀺􀁈􀀮􀁾􀁾􀁅􀁎􀁾􀀧􀀺􀀬􀁾􀀮􀀺􀁟􀀮􀁟..􀀺􀀺􀀮􀀬􀀧􀀮􀀺􀀬􀀬􀀺􀀮􀀻􀁳􀀮􀀺􀀧􀁬􀁲􀁩􀀺􀀱􀀱􀀮􀁩􀀺􀀺􀁮􀀿􀁽􀀻􀂷􀀺􀁻􀁾􀀻􀁪􀁩􀀻􀀱􀁾􀁾􀁩􀀿􀁰􀀧􀀱􀀱􀀮􀀺􀀧􀀧􀀺􀀺􀀠Maximum Dry
Density: 102.5 pot Liquid Limit: 36 Passing No. 200: 20.6 % Optim um Moisture Percent: 21 % Plastic Limit: 26 USCS: PlasDcity Index: 10 Test Method(s): ASTM D698-A, D4318-B, D1140 Rammer
Description: Mechanical Preparation Procedure: Moist Remarks: . TERRA-MAR, INC. h. . ;;:C" J.n:?, fJ..!i The results presented in this report pertain only to the specific items tested.
This report was prodUced for the exClusive 􀁵􀁳􀁾􀁾Any reproduction or this report, or any part therein, is strictly prohibited wilhoUilhe el<Jl11!SS written con••nt of TMI. Page 1 of
1 
'I GWTh.<;HNICAL ENVlRONMENTALAl'''D MATERIALS ENGINEERS DALLAS FORT WORm HOUSTON AUSTIN WNGVlEW 1l050AblesLn.. Dallas, Teras 75229 phone:(972)488-8800 [ax:(972)488 ..8080 Report of
Moisture-Density Relationship Client Ed Bell Construction Project Arapaho Road Improvements Report Distribution Ed Bell Construction -Doug Teter Town of Addison -James Pierce, P.E. Town
of Addison· Dave Wilde TMI Project No, DC98-050 Huitt-Zollars, Inc ... Kenneth Roberts, P.E TMI Report No, DC98·050·44 Report Date 08/25/98 Material Origin: Sampled By: M. Kashem Sample
Location: Westbound Arapaho Rd, station 45+00 Sampie Date: 08124198 Material Description: Lime Treated Brown Clay with Gravel Tested By: Jason Allen Material Use: Roadway &7•• :=-...r...-..-..
! ....1.-r-tr ...-,..t--1 .... T,--..-...."?=="=.,,.=.:I,,=,.....r...l ...-...-.-..l ..........."'i\' ........T =...,==iI .\ (GP2.86) 􀀮􀀺􀀮􀁾􀀠..􀀺􀀺􀁾􀀺􀀺􀀺􀀺􀀠."."",.,.''',,'' 􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀀺􀁾􀀺
􀀺􀀺􀀺􀀺􀀧􀀺􀀺􀀠1...."+........ 1 ................................................... \".. ".. ,',.. ,,.. ,.. ".. ,.... i , ... 􀀢􀀢􀀬􀀢􀀺􀀺􀁾􀀺􀀺􀀺􀀻􀀺􀁾􀀺􀀬􀀬􀀺􀀬􀁲􀀻􀀠􀁾􀀺􀀧􀀺􀁉􀀺􀀺􀀠􀀺􀁉􀁾􀀺􀀺..:
::i: ..:􀁾􀀬􀀺􀀺..::..: 􀁾􀀠V I " 􀂷􀁾􀁾􀁾􀀺􀀺􀀭􀁩􀁲􀁜􀀧􀁜􀀻􀁾􀀠:::l ... " """,L ,..................................+....... :..,....+ ''1''I ................ ,. 􀁦􀁴􀀮􀀫􀀭􀁾__􀁌􀁟􀁾􀁾__􀁾􀁟􀁾􀁾􀀧􀁾�
�􀁾􀀭􀀫􀀭􀁾􀀭􀀭􀁌􀀭􀁾􀁾􀁾􀀠.... ,.... 2B.O Mal.Lll. Conhint{%) 􀁾􀀼􀀠.. ,.................................... zo. 3M Maximum Dry Density: 93,6 pot Liquid Umit: non-plastic Passing No
.. 200: 49,6 % Optimum Moisture Percent: 25.7 % Plastic Limit: non-plastic USCS: Plasticity Index: non.plastic Test Method(s): ASTM D698·A, D4318-8, 01140 Rammer Description: Mechanical
Preparation Procedure: Moist Remarks: TERRA·MAR, INC. 􀁾􀁁􀁾􀁟􀀠f .f*" , 􀁦􀀧􀁾􀀠The results presented in this report pertain only to the specific ilems tested, This report was produced
for tha axclus"" 􀁵􀁳􀀻􀀻􀀻􀀢􀁾􀀺􀀻􀁬􀁮􀁴􀀠Any reproductlon of this report, or any part therein, Is strtctly 􀁰􀁲􀁯􀁨􀁬􀁢􀁾􀁥􀁤􀀠without the exprass written consent of TML Page 1 of
1 
1 TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN II050Abies Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: 972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMl REPORT #: Ed Bell Construction Arapaho Road Improvements 8128/98 DC98-{)50-{)34 REPORT DISTRIBUTION:
Ed Bell Construction -Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P.E. "'tOwn ofAddison -James Pierce, P.E. Town ofAddison -Dave Wilde SPECIFICATIONS PROJECT DATA Strength (Psi):
_-'4"'00::..;0'--_____ Placement Date: 7129/98 Slump (in.): _......:4'--_____ Sampled By: E.M. Air Content (%): _---=na:::=-______ Weather: Sunny & hot Concrete Temp (oF): 95 SupplierlMix:
Lattimore #42 FIELD DATA SET #1 Ticket#: 653515 Time Batched: _---,,0..:,1::.:2:..5__ Time Sampled: 2:15 Slump (in.): 4.00 Air Content: __"=na,,,-__ Unit Weight (pcf): ----=na=----Conc.
Temp. ("F): 97 Ambient Temp. ("F): __.0.:10:..:1__ Yardage (c.y.): ___.....:::;8.:.:5____ Placement Location: Retaining wall -Northside, second span Remarks: FIELD DATA SET #2 Ticket#:
Time Batched: Time Sampled: ________ Slump (in.): Air Content: ----Unit Weight (pct): ________ Conc. Temp. ("F): Ambient Temp. ("F): _____ Yardage (c.y.): ________ Placement Location:
Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM 01, TESTED PER ASTM 09, CAPPED PER ASTM C617 Set # Test Date Cvlinder# ARl072901 8/5/98 ARlO72902 8126/98
ARlO72903 8126/98 ARlO72904 DISCARD Age (Days) Max. Load (lbs) Area (sQ. in.) Strength (psi) FC Notes 7 88810 28.27 3140 U 28 130120 28.27 4600 U 28 129590 28.27 4580 U (I) NORMAL CYLINDER
SIZE 6" X 12", AREA2S.27 sq. in., UNLESS NOTED ABOVE. (2) TYPE "N' CONE FRACTURE UNLESS INDICATED OTIlERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED
IN NOTES. (4) FIELD TESTS ARE PER APPUCABLE ASTMSTANDARDS: CI3S, C143, CI72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced
except in its entirety, without the written consent ofTMI. Results apply only to above tests. TERRA-MAR, Inc. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 1l050Abies Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: 972-488-8080
CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Ben Construction REPORT DISTRIBUTION: Arapaho Road Improvements Ed Ben Construction -Doug
Teter 8121198 Huitt -Zonars, Inc. Kenneth Roberts, P .E. DC98-050-27 Town ofAddison -James Pierce, P.E. Town ofAddison -Dave Wilde SPECIFICATIONS PROJECT DATA Strength (Psi): _..:3"'6;:,;00'--_____
Placement Date: 7123/98 Slump (in.): _---'=na"---_____ Sampled By: Client Air Content (%): _--=n::a=--_____ Weather: na Concrete Temp (oF): na SupplierlMix: na FIELD DATA SET #1 Ticket#:
Slump (in.): Conc. Temp. (oF): na na na Time Batched: __.:;:na::.....__ Air Content: __-=na::.....__ Ambient Temp. (oF): __..:na:::....__ Time Sampled: na Unit Weight (pei): ---""'::na=---Yardage
(c.y.): ___.....::na=-___ Placement Location: Retaining waIl @Northeast comer Remarks: FIELD DATA SET #2 Ticket#: Time Batched: Time Sampled: _________ Slump (in.): Air Content: ----Unit
Weight (pei): ________ Conc. Temp. ("F): Ambient Temp. (oF): _____ Yardage (c.y.): _________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED
PER ASTM ClI, TESTED PER ASTM C39, CAPPED PER ASTM C617 Set# Cylinder # Test Date I ARlO7230l ARlO72302 ARlO72303 ARlO72304 7/30/98 8120/98 8120/98 DISCARD Age (Days) Max. Load (lbs)
Area (sq. in.) Strength (psi) FC Notes 7 97710 28.27 3460 U 28 112302 28.27 3970 U 28 113600 28.27 4020 U (I) NORMAL CYUNDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2)
TYPE "Po:' CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITIIPROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FJEW TESTS ARE PER APPUCABLE ASTM STANDARDS:
Cl38, C143, CI72, C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without TERRA-MAR, Inc. the written
consent ofTMI. Results apply only to above tests. 
-----I TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax:
972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements 8/26/98DC98-050-030 REPORT DISTRIBUTION: Ed Bell Construction -Doug Teter Huitt -Zollars, Inc. Kenneth Roberts, P .E. Town ofAddison -James Pierce, P.E. Town ofAddison -Dave Wilde SPECIFICATIONS
PROJECT DATA Strength (psi): _--'4"':00"'0'--_____ Placement Date: 7/27/98 Slump (iu.): _----'4'--_____ Sampled By: E.M. Air Content (%): _......;na:::--______ Weather: Sunny & hot Concrete
Temp (oF): 95 Supplier/Mix: na FIELD DATA SET #1 Ticket#: Slump (in.): Conc. Temp. (oF): 653315 4.00 93 Time Batched: 􀁟􀀭􀀭􀀭􀀭􀀢􀀰􀁾􀀱􀀺􀀮􀀺􀀺􀀮􀀺􀀳􀀮􀀺􀀺􀀺􀀮􀀸__ Air Content: __.-:;n",a:--_
Ambient Temp. (oF): __.::.10:.;:2,--_ Time Sampled: 2:35 Unit Weight (pcf): ---"'::':'n::':a'----Yardage ((c.y.): ___---'9'--___ Placement Location: Retaining wall -1st span from 90
degree comer Remarks: FIELD DATA SET #2 Ticket#: Time Batched: _____ Time Sampled: Unit Weight (pcf): -------Slump (in.): Air Content: Conc. Temp. (OF): Ambient Temp. (oF): _____ Yardage
(c.y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 Tes1DateSet # Cylinder
# 8/3/98ARI072701 8124/98AR072702 AR072703. 8/24/98 DISCARDAR072704 (1) NORMAL CYLlNDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED
OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPEClFICATIONS UNLESS INDICATED IN NOTES. (4) FlEW TESTS ARE PER APPUCABLE ASTM STANDARDS: Cl38, CI43, CI72, C23I Note: This
report is for the exclusive use ofthe Client addressed. This report may not be reproduced except in its entirety, without the written consent ofTMI. Results apply only to above tests.
Age (Davs) 7 28 28 Max. Load (lbs) 99010 130520 127190 Area (SQ. in.) 28.27 28.27 28.27 Strength (psi) 3500 4620 4500 FC Notes U U U . :: TERRA-MAR, Inc. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBSOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 08113/98
'" Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050-42 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde E.L. Dalton & Company -Mike Claxton SPECIFICATIONS
TEST DATA Percent Compactfon: 95+ Date Tested: 08/11/98 Moisture Content (%1: op++ Technician: M. Kasheem MATERIAL REFERENCE CURVE DATA OPTIMUMCURIIE TEST MAX. DRY MATERIAL DESCRIPTION
MOISTURE (%)NO. METHOD DENSITY (pcll Brown & Yellow Brown Sandy Clav 16.9 109.43 0698 IDark brown clav with some limestone fragments 25.04 D698 92.9 IN-PLACE TEST RESULTS ! DENSITY AND
MOISTURE TESTS ARE PER ASTM 02922, 03017, RESPECTIVELY TEST ELEVATION REF. % DRY % NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DENSITY 1 Grade 36" Storm sewer line C-2, station 14+2
4 26.2 91.3 98.3 2 Grade 39" Storm sewer line C-3, station 13+8 4 29.0 91.9 98.9 3 Grade 18" lateral at C-12 4 27.5 95.3 102.6 4 Grade 18" lateral at C-12 4 26.7 95.5 102.8 5 2'S.G.
Retaining wall at east end 3 18.9 107.3 98.1 4'B.G. Retaining wall at middle 3 18.5 107.6 98.46 7 4'S.G. Retaining wall at west end 109.5 100.13 17.7 GAUGE 1.0.: 10903 STD. DENSITY COUNT:
2317 STD. MOISTURE COUNT: __5::.:8:..:9__ OR" AFTER TEST NUMBER INDICATES RETEST• • INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS: Note: This report is for the exclusive
use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results a I ani to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS SOIL MOISTURE -DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT:
Arapaho Road Improvements Ed Bell Construction • Doug Teter REPORT DATE: 08/20/98 Huitt Zollars, Inc. -Kenneth Roberts, P .E. TMI REPORT NO.: DC98-050-43 Town of Addison -James Pierce,
P.E. Town of Addison -Dave Wilde E.L Dalton & Company -Mike Claxton SPECIFICATIONS TEST DATA Percent Compaction: 95+ Date Tesled: 08/19/98 Moislure Content (%1: Opt + Technician: ---:'Mi
.'i'K3-a:..:shi'"e:.:e:...m.,----MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRIPTION OPTIMUM MOISTURE l'li) MAX. DRY DENSITY IPcl) 3 0698 Brown & Yellow Brown Sandy
Clay 16.9 109.4 4 0698 IDark brown clay with some limestone fragments 25.0 92.9 IN·PLACE TEST RESULTS DENSnrY AND MOISTURE TESTS ARE PER ASTM 02922. 03017, RlESPECTIVEL Y TEST ELEVATION
LIFT LOCATION REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 3 Grade Grade Grade 18" storm drain, lateral C-23 18" storm drain, lateral C-22 18" storm drain, lateral C-20 4 4 4 27.0
26.7 26.5 91.8 90.9 91.6 98.8 97.8 98.6 GAUGE 1.0.: 10903 STD. DENSITY COUNT: 2405 STD. MOISTURE COUNT: __5::;8::.:1__ "R" AFTER TEST NUMBER INDICATES RETEST. 'INDICATES FAILURE TO COMPLY
WITH PROJECT SPECIFICATIONS REMARKS: _____________________________________ Note: This report is for the exctusive use of the Client addressed. This report may not be reproduced except
in its entirety, without the written consent of TM!. Results apply only to above tests. TERRA-MARC. 
I TERRA-MAR. INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane. Dallas. Texas 75229 Pholle:972-488-8800 Fax:
972-488-8080 CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements 08114/98 DC98.{)50.{)25 REPORT
DISTRIBUTION: Ed Ben Construction· Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. Town ofAddison -Dave Wilde Time left lab: Arrived al site:
Left site: Arrived allab: SPECIFICATIONS PROJECT DATA Strength (psi): 􀁟􀀭􀀽􀀳􀀺􀀺􀀺􀀺􀀶􀀰􀁾􀀰􀀺􀀮􀀮􀀮􀀮􀀮_____ Placement Date: 07/16/98 Slump (in.): _--"5:....._____ Sampled By: E.M.
Air Content (%): 􀁟􀁾􀁮􀁡􀁾______ Weather: Sunny & Hot Concrete Temp ("F): 95 Supplier!Mix: Lattimore 42 FIELD DATA SET #1 Ticket #: 55338 Time Batched: 􀁟􀀮􀀮􀀮􀀺􀀺􀀮􀁏􀀺􀀮􀀡􀁉􀁾􀀺􀀰􀀴􀀻􀀻􀀺􀀻􀀮􀀮􀁟
􀀠Time Sampled: ___...:;.;1:::;55:.-___ Slump (in.): 3.50 AirContent: __.,::;na:2;-__ Unit Weight (pcl): ___=n:;:.a;;:-___ Cone. Temp. ("F): 99* Ambient Temp. ("F): __,!;10:;::0,--_
Yardage (c.y.): ___.:::20::.,;/:..,:4:.::0,--__ Placement Location: Footing for retaining wall Remarks: "Temperature exceeds specifications FIELD DATA SET #2 Ticket #: Time Batched:
_____ Time Sampled: Slump (in.): Air Content: Unit Weight (pcf): -------Cone. Temp. (oF): Ambient Temp. ("F): ----Yardage (c.y.): _______ Placement Location: Remarks: CONCRETE COMPRESSION
TEST RESULTS ! CYLINDER!! MOLDED AND CURED PER ASTM Cll, TESTED PER ASTM 09, CAPPED PER ASTM C6l7 Set # ARe (Davs) Max. Load (lbs)Cylinder # Test Date Area (sq. in.) Strength (psi) FC
Notes 07/23/98 7 95340ARlO71601 28.27 3370 U ARlO71602 08113198 28 IU770 395028.27 U ARlO71603 10959008113198 28 28.27 3880 U ARlO71604 DISCARD (I) NOR.'>fAL CYLINDER SIZE 6"X 12". AREA
28.27 sq. in.. UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4)FlELD
TESTS TESTS ARE PER APPLICABLE ASTM STANDARDS: C138. C143. CI72. C231 Note: This report is for the exclusive nse ofthe Client addressed. This report may not be reproduced except in its
entirety, without the written consent ofTMI. Results apply only to above tests. TERRA-MAR, Inc. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 1l050Abies Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: 972-488-8080
SPECIFICATIONS PROJECT DATA Strength (Psi): _-'4"':00"'0'--_____ Placement Date: 8/5/98 Slump (in.): _---'4'--_____ Sampled By: E.M. Air Content (%): 􀁟􀀭􀀭􀀭􀀻􀁮􀁡􀁾􀀭􀀭􀀭􀀭􀀭􀀭Weather:
Cloudy & warm Concrete Temp eF): 95 SupplierlMix: Lattimore #42 FIELD DATA SET #1 Ticket #: Slump (in.): Conc. Temp. eF): Placement Location: 7056035 Time Batched: 01:34_---'-:..:.::..c__
3.50 Air Content: na 94 Ambient Temp. eF):---;;9:::-1--Retaiuing wall -East end Time Sampled: ___-'2::.;;:2:::5'--___ Unit Weight (pcf): ___􀁾􀁮􀁡􀁾___ Yardage (c.y.): ___􀁾􀀱􀀮􀀺􀀺􀀮􀀰____
Remarks: FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: _________ Slump (in.): Air Content: _____ Unit Weight (pcf): ________ Conc. Temp. (oF): Ambient Temp. eF): _____
Yardage (c.y.): ________ Placement Location: Remarks: Set # Cvlinder# CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM
C617 Test Date Age (Days) Max. Load (lbs) Area (SQ. in.) Strength (psi) FC Notes 1 ARJ080501 ARJ080502 ARJ080503 ARJ080504 8/12/98 9/2/98 9/2/98 HOLD 7 28 28 115150 28.27 4070 U (I)
NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. m, UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTIJRE UNLESS INDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, CI72, C231 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST
REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho Road Improvements Ed Bell Construction -Doug Teter 8/17/98 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98-050-39 Town ofAddison
-James Pierce, P.E. Town ofAddison -Dave Wilde Note: This report is for the exclusive use ofthe Client addressed. This report may not be reproduced except in its entirety, without the
written consent ofTMI. Results apply only to above tests. TERRA-MAR, • ' 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUSSOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone;972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dallon & Company, Inc. DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE:
08/05/98 Huitt Zollars. Inc. -Kenneth Roberts. P .E. TMI REPORT NO.: DC98-050-37 Town of Addison -James Pierce. P.E. Town of Addison -Dave Wilde E.L. Dalton & Company -Mike Claxton SPECIFICATIONS
TEST DATA Percent Compaction: 95% Date Tested: 08/03198 MoistureConlent(%): -1 to +3 Technician: E. Mulate MATERIAl REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRIPTION OPTIMUM
MOISTURE (%) MAX. DRY DENSrrY (pel) 1 0698 Dark & Gray Clay with Gravel 16.3 106.2 4 D698 Dark Brown and Light Brown Clay w/LSF 25.0 92.6 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS
ARE PER ASTM 02922, D3017. RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSrrY % DENSITY 1 2 Grade Grade Backfill at Retaining Wall. al 90 degrees bend
of vertical wall 25' Soulh of Bend 4 1 25.5 18.5 90.3 104.7 97.5 98.6 STD. DENSITY COUNT: 2644 STD. MOISTURE COUNT: __7:-1:..;:6,--_GAUGE 1.0.: :=:-:::-=5:.:42::-:9==c: "R" AFTER TEST
NUMBER INDICATES RETEST• • INDICATES FAILURE TO COMPLY WITH PROJECT sPECIFICATIONS REMARKS: ________________________________________________________________________ Note: This report
is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results a I onl to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 PhOne:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dalton & Company, Inc. DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE:
08/05/98 Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050-38 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde E.L. Dalton & Company -Mike Claxton SPECIFICATIONS
TEST DATA Percent compactlon: 95+ Date Tested: -::-'="0;,:81"'0:...;4:..;/9;.,;;8______ MoistureContent(%): op++ Toch.nielan: M. Kasheem MATERIAL REFERENCE CURVE DATA OPTIMUM MAX. DRY
􀁣􀁵􀁾NO. MATERIAL DESCRIPTION MOISTURE (II) DENSITY (pcl) 2 D698 Light Gray Clay w/LSF 20.7 102.8 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM 02922, 03017, RESPECTIVELY
TEST ELEVATION REF. II DRY II NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DENSITY 1 Grade 39" Storm Sewer, Line C-3 et SIn. 13+ 2 21.7 99.7 97.0 2 Grade 39" Storm Sewer, Line C-3 at
Sin. 12+ 2 20.8 100.2 97.5 GAUGE 1.0.: 10903 STD. DENSITY COUNT: 2375 STD. MOISTURE COUNT: __5::;:8::=3'---_ "R" AFTER TEST NUMBER INDICATES RETEST . • INDICATES FAILURE TO COMPLY WITH
PROJECT SPECII'ICATIONS REMARKS: __________________________________________ Note: This report is for the exclusive use oflhe Client addressed. This report may not be reproduced except
in its entirety, without the written consent of TMI. Results a I onl to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
·DENSITY TEST REPORT IN·PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L Dalton & Company, Inc. DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE:
08/03/98 Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050-35 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde E.L Dalton & Company -Mike Claxton SPECIFICATIONS
TEST DATA Percent Compaction: 95+ Date Tested: 08/03/98 Moisture Content (%): opt ++ Technician: M. Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRIPTION OPTIMUM
MOISTURE (%) MAlt-DRY DENSITY (pel) 2 0698 Light Gray Calcareous Clay w/LSF 20.7 102.8 4 0698 Dark Brown and Light Brown Clay w/LSF 25.0 92.6 IN-PLACE TEST RESULTS DENSITY AND MOISTURE
TESTS ARE PER ASTM 02922, 03017, RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION LOCATION REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 3 Grade Grade Grade 39" Storm Sewer Line C-2
and C-3 at Station 12 + 05 39" Storm Sewer Line C-2 and C-3 at Station 12 + 90 39" Storm Sewer Line C-3 at Station 12 + 98 2 4 4 21.0 25.6 25.8 100.9 90.6 90.1 98.2 97.8 97.3 GAUGE 1.0.:
10903 STD. DENSITY COUNT: 2374 STD. MOISTURE COUNT: _--=5",8:::.9__ "R" AFTER TEST NUMBER INDICATES RETEST. "INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS: _________________________
_____________ Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without 4<Y:'.4<82 N the written consent of
TMI. Results a Iy onl to above tests. TERRA-MA C. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: 972-488-8080
CONCRETE INSPECTION AND COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements 8/5/98 DC98-050-034 REPORT DISTRIBUTION: Ed
Bell Construction -Doug Teter Huitt-Zollars, Inc. Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. Town ofAddison -Dave Wilde SPECIFICATIONS PROJECT DATA Strength (Psi): _-'4c.::.00::..;0'--
_____ Placement Date: 7/29/98 Slump (in.): __4'----_____ Sampled By: E.M. Air Content (%): _---=n:::a'-_____ Weather: Sunny & hot Concrete Temp (oF): 95 SuppJierlMix: Lattimore #42 FIELD
DATA SET #1 Ticket #: 653515 Time Batched: _----=0"-1"':2:::.5__ Time Sampled: ___-=2:..::1c.::.5____ Slump (in.): 4.00 Air Content: __-?na:;;-__ Unit Weight (pcl): ___--o:na:::--___
Conc. Temp. (oF): 97 Ambient Temp. (oF): __.::10::..:1,--_ Yardage (c.y.): ___--=.8"'.5____ Placement Location: Retaining wall -Northside, second span Remarks: FIELD DATA SET #2 Ticket
#: Time Batched: Time Sampled: Slump (in.): Air Content: ----Unit Weight (pel): --------Conc. Temp. (oF): Ambient Temp. (oF): _____ Yardage (c.y.): ________ Placement Location: Remarks:
CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 Set # Cylinder # Test Date I ARI072901 ARI072902 ARI072903 ARI072904
8/5/98 8/26/98 8/26/98 HOLD Age (Days) Max. Load (lbs) Area (sq. in.) Strength (psi) FC Notes 7 28 28 88810 28.27 314O U (I) NORMAL CYLINDER SIZE 6" X 12", AREA2S.27 sq. in, UNLESS NOTED
ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHER WISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPUCABLE
ASTM STANDARDS: CI3S, C143, CI72, C231 Note: This report is for the exclusive use ofthe Client addressed. ;f:Jof,)? !'"4· TERRA-MAR, Inc.This report may not be reproduced except in its
entirety, without the written consent ofTMl. Results apply only to above tests. 
' TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-4BB-BBOO SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dalton & Company, Inc. DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Beli Construction -Doug Teter REPORT DATE:
8112198 Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050-41 ""'rown of Addison -James Pierce, P.E. Town of Addison -Dave Wilde E.L. Dalton & Company -Mike Claxton
SPECIFICAnONS TEST DATA Percent compactlon: __􀁾􀀹􀀵􀀽􀀺􀀭􀀢􀀧􀀮􀀮􀀬􀀭􀁟􀀠Date Tested: 8/11/98 Moisture Content (%1: Op...... Technician: M. Kasheem MATERIAL REFERENCE CURVE DATA CURVE
NO. TEST METHOD MATERIAL DESCRIPTION OPTIMUM MOISTURE (%) MAX. DRY DENSITY (pc!) 2 0698 Light gray calcareous clay with limestone fragments 20.7 102.8 4 0698 Dark brown clay with some
limestone fragments 25.0 92.6 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM 02922, 03017, RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSITY
% DENSITY 1 2 3 1st lift Grade Grade 36" Storm sewer line C-2, station 13"'9 24" Storm sewer line C-1, station 1"'76 18" Storm sewer lateral B-18, station 3 ( 15' Right) 2 2 4 22.4 21.2
25.3 100.0 100.1 91.6 97.3 97.4 98.9 GAUGE 1.0.: 10903 STD. DENSITY COUNT: 2408 STD. MOISTURE COUNT: __6;:.;0;..:0__ "R" AFTER TEST NUMBER INDICATES RETEST. "INDICATES FAILURE TO COMPLY
WITH PROJECT SPECIFICATIONS REMARKS: 􀁾􀀭􀀺􀀺􀀠Note: This report is lor the exclusive use of the Client addressed. This report may not be reproduced except in its entirety. without 􀁾􀁾􀀼􀁌􀁊􀁱􀁺􀁦􀁤
􀀧the written consent of TM!. Results apply only to above tests. TERRA-M NC. 
TERRA·MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
·DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dalton & Company, Inc. DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE:
8/12198 Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98"()50-40 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde E.L. Dalton & Company -Mike Claxton SPECIFICATIONS
TEST DATA Percent Compaction: __.::.95=:-+-,--_ Date Tested: --:-:-:=8;:.,;/6::;'9;;,:8:....._____ Moisture Content (%): op++ Technician: M. Kasheem MATERIAL REFERENCE CURVE DATA CURVE
TEST 􀁍􀁁􀁔􀁅􀁒􀁉􀁁􀁾􀀠DESCRIPTIONNO. METHOD 2 Light gray calcareous clay with limestone fragments 0698 Dark brown clay with some limestone fragments IN·PLACE TEST RESULTS 4 0698 OPTIMUM
MAX. DRY MOISTURE (%) DENSITY (pet) 20.7 102.8 25.0 92.6 DENSITY AND MOISTURE TESTS ARE PER ASTM 02922, 03017, 􀁒􀁅􀁓􀁐􀁅􀁃􀁔􀁉􀁖􀁅􀁾Y TEST ELEVATION NO. OR LIFT LOCATION 1 1st lift
24"Storm sewer line C-l, station 0+40 2 Grade 24"Storm sewer line C-l, station 0+38 3 1stlift 24"Storm sewer line C-l , station 1 +37 4 Grade 24"Storm sewer line C-l, station 1+40 5
1st lift 18"Lateral C-15, @station 0+52 6 Grade 18"Lateral C-16, @station 0+55 GAUGE 1.0.: 10903 STD. DENSITY COUNT: "R" AFTER TEST NUMBER INDICATES RETEST. 'INDICATES FAILURE TO COMPLY
WITH PROJECT SPECIFICATIONS REMARKS: REF. CURVE 2 2 2 2 4 4 2360 % MOISTURE 21.9 20.9 22.0 21.2 27.0 26.5 DRY % DENSITY DENSITY 99.6 96.9 98.5 95.8 99.2102.0 102.8 100.0 96.8 104.5 96.6
104.2 : . STD. MOISTURE COUNT: __6.::.0:.:5'---_ Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without
the written consent of TM!. Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTlf HOUSTON LONGVIEW LUBBOCK AUSTIN 11 050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax::
972-488-8080 CLIENT: PROJECf: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho Road Improvements Ed Bell Construction
-Doug Teter 8/14198 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC9S-050-36 Town ofAddison -James Pierce, P. E. Town ofAddison· Dave Wilde SPECIFICATIONS PROJECf DATA Strength (psi): 􀁟􀀮􀀮􀀮􀀺􀀻􀀴􀁾􀁏
􀁏􀁾􀁏􀁾_____ Placement Date: 8/3198 Slump (in.): _-..-,;4'-_____ Sampled By: E.M. Air Content (%): na Weather: Hot Concrete Temp ("F): --:9?:S'------SupplierlMix: Lattimore #42 FIELD
DATA SET #1 Ticket#: Slump (in.): 53591 3.00 Time Batched: _-"=-=-_ Air Content __":;:,..-_ Time Sampled: 3:10 Unit Weight (pc!): ---..;;.;.=---Cone. Temp. ("F): 98 Ambient Temp. ("F):
__-=':'-=__ Yardage (c.y.): ___-.:.:.'--___ Placement Location: Retaining wall wall -Nortbside Remarks: FIELD DATA SET #2 Ticket#: Time Batched: _____ Time Sampled: Slump (in.): Air
Content: _____ Uuit Weight (PC£): -------Cone. Temp. ("F): Ambient Temp. ("F): ____ Yardage (c.y.): ________ Placement Location: Remarks: Set # Cylinder # CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM ClI, TESTED PERASTM Cl9, CAPPED PER ASTM C617 Test Date Age (Days) Max. Load (lbs) Area (sq. in.) Strength (psi) FC Notes I ARl080301 ARlOS0302 ARlOS0303
ARlO80304 SI10/98 8131198 S/31/98 HOLD 7 28 28 89110 28.27 3150 U (I) NORMAL CYLlNDEE SIZE 6"X 12", AREA 28.27 sq. iii., UNLESS NOTED ABOVE. (2) TYPE "PC' CONE FRACT1JlU! UNLESS INDICATED
OTHEEWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FlEIDTESTS ARE PEE APPLICABLE ASTM STANDARDS: C138, Cl43, Cl72, C23l Note: This
report is for the exclusive use ofthe Client addressed. This report may not be reproduced except in its entirety, without the written consent ofTMI, Results apply only to above tests.
TERRA, Inc. 
1 TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-4BB.BBOO SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dalton & Company, Inc. DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE:
08/03198 Huitt Zollars, Inc .• Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050·32 Town of Addison -James Pierce, P.E. Town of Addison· Dave Wilde EL Dalton & Company· Mike Claxton SPECIFICATIONS
TEST DATA Percent Compactlon: 95+ Date Tested: 07/28/98 Moisture Content (%): opt + T.chnician: M. Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. 1 TEST METHOD ASTM698 MATERIAl. DESCRIPTION
Dark Gray & Gray Clay with Gravel OPTIMUM .. MOISTURE (%) 16.3 􀁾􀀮􀁄􀁒􀁙􀀠DE SITY (pcl) 106.2 IN·PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM 02922, 03017, RESPECTlVEl.Y
TEST NO. ELEVATION % I UK. % OR l.IFT LOCATION DENSITY l' B.G. Embankment on on roadway, 1 16.7 104.3 98.2 station 55+00 STD. DENSITY COUNT: 2673 STD. MOISTURE COUNT: __7;..:3:.:0__GAUGE
􀁉􀀮􀁄􀀮􀀺􀀽􀀽􀀭􀀺􀁾􀀵􀀴􀁾􀀲􀀹􀀺􀀺􀀺􀀭􀀺􀀺􀀺􀀺􀀺􀀠"R" AFTER TEST NUMBER INDICATES RETEST. 'INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONSREMARKS: ____________________________________________
____________________________ Note: This report is for the exclusive use ofthe Client addressed. This report may not be reproduced except in its entirety, without the written consent
of TMI. Results ap I only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
·DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dalton & Company, Inc. DISTRIBUTION; PROJECT: Arapaho Road Improvements Ed Sell Construction -Doug Teter REPORT DATE:
08/03198 Huitt Zollars, Inc. -Kenneth Roberts. P.E. TMI REPORT NO.: DC98-050-33 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde E.L. Dalton & Company -Mike Claxton SPECIFICATIONS
TEST DATA Percent Compaction: 95+ Date Tested: 􀀭􀀭􀀻􀁾􀀰􀀬􀀬􀀺􀀷􀀧􀁩􀀭􀀺􀀯􀀲􀀺􀀮􀀺􀀺􀀹􀀷􀀺􀀧􀀯􀀹􀀺􀀺􀀺􀀸􀀽􀀭_____ Moisture Content ('II): opt + Technician: M. Kashem MATERIAL REFERENCE
CURVE DATA CURVE NO. TEST METHOD MATERIA!. DESCRlPTlON OPTIMUM MOISTURE (%) MAX. DRY DENSITY (pel) 2 ASTM698 Lime Treated Grav Calcareous Clav wlLSF 20.7 102.8 IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM 02922. 03017, RESPECTIVELY i TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSiTY % DENSITY 1 2 Grade Grade 24" storm sewer later
21, station 0+16 24" storm sewer later 22, station 0+08 2 2 21.2 22.4 100.6 100.1 . 97.9 97.4 GAUGEl.O.: 10903 STD. DENSITY COUNT: 2341 STD. MOISTURE COUNT:_-,6""0,,,0__ "R" AFTER TEST
NUMBER INDICATES RETEST. 'INDICATES FAILURE TO COMPLYWlTH PROJECT SPECIFICATIONS REMARKS: ______________________________________ Note: This report Is for the eXClusive use of the Client
addressed. This report may not be reproduced except in its entirety, without the written consent of TMI. Results a I onl to above tests. 
'TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUSSOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-4BB-BBOO SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dalton & Company, Inc. DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed 8ell Construction -Doug Teter REPORT DATE:
08/03/98 Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050-31 Town of Addison -James Pierce, P .E. Town of Addison -Dave Wilde E.L. Dalton & Company -Mike Claxton SPECIFICATIONS
TEST DATA Percent Compaction: 95+ Date Tested: 07/28/98 Moisture Content (%): opt + Technician: M. Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRIPTION OPTIMUM
. MOISTURE (%) MAX. DRY DENSITY (pel) 2 ASTM698 Lime Treated Gray Calcareous Clay w/LSF 20.7 102.8 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM 02922, 03017, RESPECTIVELY
TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 Grade Grade 42" Storm sew lateral 8-21 @0+40 24" Storm sewer lateral 8-20 @0+10 2 2 21.5 21.0 100.5
101.5 97.8 98.7 GAUGE 1.0.: 10903 STD. DENSITY COUNT: 2404 STD. MOISTURE COUNT: _---..::6"'0"'2__ ': . "R" AFTER TEST NUMBER INDICATES RETEST . • INDICATES FAILURE TO COMPLY WITH PROJECT
SPECIFICATIONS REMARKS: ______________________________________ Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety,
without <' 􀁾􀀧􀀱􀀱􀀮􀀠􀀺􀁴􀀺􀀱􀁾􀀠􀁰􀁾the written consent of TMI. Results a Iy onl to above tests. TERRA·M , INC. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORTWORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050Ables Lane, Dallas, Teras 75229 Phone:972·488·8800 Fax: 972-488·8080
CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho Road Improvements Ed Bell Construction·
Doug Teter 813198 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98-050-027 Town of Addison -James Pierce, P .E. Town ofAddison -Dave Wilde Time left lab: Arrived at site: Left site: Arrived
at lab: SPECIFICATIONS PROJECT DATA Strength (psi): _..;;3"'60::..:0'--_____ Placement Date: Slump (in.): _-"na"-_____ Sampled By: Air Content (%): _.....::na=-______ Weather: Concrete
Temp (oF): na SupplierlMix: FIELD DATA SET #1 Ticket#: Slump (in.): Conc. Temp. ("F): na na na Time Batched: __.::na=-__ Air Content: na Ambient Temp. ("F): ---"na"'--Time Sampled: Uuit
Weigbt (pc£): -----'=--Yardage (c.y.): ___--:;na=-___ Placement Location: Retaining wall @Northeast comer Remar:ks: FIELD DATA SET #2 Ticket#: Time Batcbed: _____ Time Sampled: ________
Slump (in.): Air Content: Unit Weight (pcf): ________ Conc. Temp. (oF): Ambient Temp. ("F): -----Yaniage (c.y.): ________ Placement Location: Remarks: Set # Cylinder # CONCRETE COMPRESSION
TEST RESULTS CYLINDERSMOLDED AND CURED PER ASTM ClI,TIlSTED PER ASTM 09,CAPPED PER ASTM Col? Test Date Age (Days) Max. Load (Ibs) Area (5" . ,Insi) FC Notes 1 ARlO7230l ARlO72302 ARlO72303 ARlO72304 7/30/98
8120/98 8120/98 HOLD 7 28 28 97710 28.27 3460 U (I) NORMAL CYLINDER SIZE 6" X 12", AREA28.27 sq. In., UNLESS NOTED ABOVE. (2) TYPE .oN CONE FRACTIJRE UNLESS INDICATED OTHERWISE IN NOTES.
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLiCABLE ASTMSTANDABDS; C13S, C143, CI72, C231 Note: This report is for the exclusive
use of the Client addressed. 􀂷􀀴􀁲􀁬􀁾􀀠pq-This report may not be reproduced except in its entirety, without TERRA-MAR, Inc. the written consent ofTMI. Results apply only to above tests.

I TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 1l050AblesLane, Dallas. Texas 75229 Phone:972-488-8800 Fax: 972-488-8080
CLJENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho Road Improvements Ed Bell Construction -Doug
Teter 8/4/98 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98..()50..()30 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS PROJECT DATA Strength (Psi); _.::.4:::;00""0____
_ Placement Date: 7/27/98 Slump (in.): 4 Sampled By: E.M. Air Content (%): --na"'-------Weather: Sunny & hot Concrete Temp eF): 95 Supplier/Mix: na FIELD DATA SET #1 Ticket#: Slump (in.):
Conc. Temp. (oF): Placement Location: Remarks: 653315 Time Batched:_---"0"'1::;::;3"'8__ 4.00 Air Content: __:=ona;;:-__ 93 Ambient Temp. ("1'): __",10",2,--_ Retaining wall-1st span
from 90 degree comer Time Sampled: 2:35 Unit Weight (pcf): ---·...;,..<"'na::.:;:..--Yardage (c.y.): ___--.::.9____ FIELD DATA SET #2 Ticket #: Time Batehed: _____ Time Sampled: Slump
(in.); Air Contcnt: _____ Unit Weight (pcf): -------Cone. Temp. eF): Ambient Temp. ("1'): _____ Yardage (c.y.): _______ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS
cYLINDERS MOLDED AND CURED PER ASTM 01. TESTED PER ASTM 09, CAPPED PER ASTM C617 Age{Davs) Max. Load (lhs)Set# Cylinder # Test Date Area (sq. ilL) Strength (psi) Fe Notes 99010ARl072701
8/3/98 7 28.27 3500 U ! :8/24/98 28AR072702 AR072703 8/24/98 28 ! HOLDAR072704 (I) NORMALCYIlNDER SIZE6"X 12". AREA 28.27 sq. UL, UNLESS NOTED ABOVE. (2) TYPE "A:' CONE FRACTURE liNLESS
lNDICATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WIlli PROJECT SPEClFlCA TIONS UNLESS INDICATED IN NOTES. (4) FlEW TESTS ARE PER APPUCABLE ASTM STANDARDS: C138, C143, el'n. CZ31
Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety. without the written consent of TMI. Resnits apply only to
above tests. TERRA-Inc. 
TERRA-MAR. INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 1l050Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 Fax: 972-488-8080
nme 'eft lab: ArrIved at sit.: left site: Arrived at lab: SPECIFICATIONS PROJECT DATA Strength (psi): _...;4"';00"'0'--_____ Placement Date: 07116198 Slump (in.): _--=5'--_____ Sampled
By: E.M. Air Content ('Yo): 􀁟􀁾􀁮􀁡􀁾􀀭􀀭􀀭􀀭􀀭􀀭Weather: Sunny & Hot Concrete Temp ("F): 95 SupplierlMix: Lattimore 42 FIELD DATA SET #1 Ticket#: 55338 Time Batched: 01:04 Time Sampled:
___􀀮􀀮􀀮􀀮􀀡􀀻􀀱􀀢􀀧􀀺􀀵􀁾􀀵____ Slump (in.): 3.50 Air Content: na Unit Weight (pet): ___􀀭􀀻􀀺􀀻􀀿􀁮􀁡􀀿􀀺􀀭􀀺􀀺􀁾􀀭Cone. Temp. ("F): 99* Ambient Temp. COF): 100 Yardage (c.y.): ___::.20:.;1'-.4;.:
0___ Placement Location: Footing fur retaining wall Remarks: *Tempexature exceeds specifications FIELD DATA SET #2 Ticket #: Slump (in.): Time Batched: _____ Air Content: Time Sampled:
Unit Weight (pct):------Cone. Temp. (oF): Ambient Temp. ("F): ----Yardage ((c.y.): ________ Placement Location: Remarks: Set # Cylinder # CONCRETE COMPRESSION TEST RESULTS CYLINDERS
MOLDED AND CURED PER ASTM 01, TESTED PERASTM 09, CAPPED PERASTM C617 Test Date Age (Davs) Max. Load (Ibs) Area (so. in.) Strength (psi) FC Notes I ARl071601 ARl071602 ARlO71603 ARlO71604
07123198 08113198 08113198 HOLD 7 28 28 95340 28.27 3370 U Concrete was 45 minutes late. (I) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in, UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE
UNLESS tNDlCATED OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS tNDICATED tN NOTES. (4) FIELD TESTS ARE PER APPUCABLE ASTM STANDARDS: Cl3S, CI43, Cln,
C231 Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without • 'TERRA-MAR, Inc. the written consent ofTMI.
Results apply onlv to above tests. CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho Road
Improvements Ed Bell Construction -Doug Teter 07127198 Huitt-Zollars, Inc. Kenneth Rober1s, P.E. DC98-050-025 " Town ofAddison· James Pierce, P.E. " Town ofAddison -Dave Wilde 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN l1050AblesLane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dalton & Company, Inc. DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE:
07/28/98 Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050-29 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde E.L. Dalton & Company -Mike Claxton SPECIFICATIONS
TEST DATA Percent Compadlon: ___9:..:5:...+___ D.",Tested, 07/26/98 Moisture Content (%): opt + Technician, M. Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRIPTION
OPTIMUM MOISTURE (%) MAX. DRY DENSITY (pef) 1 ASTM698 Dark gray 1 gray clay with limestone treated gravel 16.3 106.2 3 ASTM698 Brown & yellow sandy clay 16.9 109.4 IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922. DJOI7. RESPECTIVELY TEST NO. ELEVATION . OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 3 4 5 grade grade grade grade
grade 42" Storm sewer lateral B-21 @0+40 18" Storm sewer lateral B-17 @station 0+00 18" Storm sewer lateral B-17 @station 0+30 24" Storm sewer lateral B-23 @station 0+00 24" Storm sewer
lateral B-23 @station 0+40 1 1 1 3 3 ...19.0 19.1 17.2 17.9 18.1 106.8 105.4 102.9 107.7 106.1 100.6 99.2 96.9 98.4 97.0 GAUGE I.D., _--!:1O:..:9:.:;0:.::3--,,:-_ STD. DENSITY COUNT,
2428 STD. MOISTURE COUNT, _---=6"'0..:.4__ "R" AFTER TEST NUMBER INDICATES RETEST . • INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS' _________________________________________
􀀮􀁾􀀠:: Note: This report is for the exclusive use ofthe Client addressed. This report may not be reproduced except in its entirety, without the written consent ofTMI. Results apply
only to above tests. 
__________________________________________________________________ __ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DAllAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE -DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ii L. Dalton & Company, Inc. DISTRIBUTION: PROJECT:
Arapaho Road Improvements Ed Bell Construction • Doug Teter REPORT DATE: 7/28/98 Huitt Zollars, Inc.• Kenneth Roberts, P.E. TMI REPORT NO.: DC98·050.(J28 Town of Addison· James Pierce,
P.E. Town of Addison -Dave Wilde E.L. Dalton & Company. Mike Claxton SPECIFICATIONS TEST DATA Percent Compaction: 95+ Date Tested: 7/25/98 Moismre Content (%): opt + Tecllnieian: M.
Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD . MATERIAL DESCRIPTION OPTIMUM MOISTURE (%) MAX. DRY DENSITY (pc!) 3 ASTM698 Brown & yellow sandy clay 16.9 109.4 IN-PLACE
TEST RESULTS DENSITY AND MOISTURE TESTS ARE PERASTM D2922, D3017, RESPECTIVELY TEST NO. ELEVATION ORLlFf LOCATION REF. CURVE % MOISTURE : DRY DENSITY % DENSITY I grade 42" Storm sewer
lateral B·21 @station 0+00 @existing 66' tie-in. 3 .... 18.8 107.0 97.8 GAUGE !.D.: 10903 STD. DENSITY COUNT: 2387 STD. MOISTURE COUNT: _--=5c:.9.:.O__ 'R" AFrnR TEST NUMBER INDICATES
RETEST. • INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFfCATlONS 􀁾􀁓􀀺􀀠Note: This report is for the exclusive use ofthe Client addressed. This report may not be reproduced except
in its entirety, without 􀁾􀀬􀁲􀁊􀁾􀁥􀀮􀀻TERRA· , INC.the written consent ofTMI. Results apply only to ahove tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN II050 Ah/es Lane, Dal/as, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dalton & Company, Inc. DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE:
7124/98 Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050-026 Town of Addison -James Pierce, P.E. Town ofAddison -Dave Wilde E.L. Dalton & Company -Mike Claxton SPECIFICATIONS
TEST DATA Per.... Compru:flo.: __...;9:..:5...;+__ D.le Tested: 7123198 Moisture Content (%): opt + Tecbnldan: M. Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL
DESCRIPTION OPTIMUM MOISTURE (%) MAX. DRY DENSITY (pel) 2 AS1MD698 Light gray & gray gravel 20.7 102.8 IN·PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECfIVELY
TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE 'DRY DENSITY % DENSITY 1 I'BFG Arapaho Road Extension @41 +50 2 -20.8 99.4 96.7 STD. DENSITY COUNT: 2356 STD. MOISTURE COUNT:
_.....;60;,;..:..7__GAUGE 􀁉􀀮􀁄􀀮􀀺􀁾􀀺􀀽􀀺􀁉􀀺􀀬􀀺􀀰􀀹􀀺􀀽􀀺􀀰􀀺􀀺􀀭􀀳= "R" AFTER TEST NUMBER INDICATES RETEST, • INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS 􀁒􀁅􀁾􀀺___________________
_________________________________________________ Note: This report is for the exclusive use ofthe Client addressed. This report may not be reproduced except in its entirety, without
the wrirten consent ofTML Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGViEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
􀁾􀁄􀁅􀁎􀁓􀁉􀁔􀁙TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dalton &; Company, Inc, DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 07113/98 Huitt Zollars. Inc, -Kenneth Roberts, P.E. TMI REPORT NO.: DC98·050·21 " Town ofAddison -James Pierce, P.E. Town ofAddison· Dave Wilde E.L. Dalton & Company· Mike
Claxton SPECIFICATIONS TEST DATA Percent Compaction: 95+ Da'e T ..t<d: 07/07/98 Moistuft Contcnt(%): Opt to +4 Technician: M. Kashern MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD
MATERIAL DESCRIPTION OPTIMUM MOISTURE (%) MAX. DRY DENSITY (pcl) 2 ASTMD698 Light Gray Calcareous Clay wlY 01 & Blue WLS 20.7 102.8 3 ASTMD698 Brown & Yellow Brown Sandy Clay 16.9 109.4
I ASTMD698 Gray Clay with Gravel 16.3 106.2 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM 02922. D3017, RESPECTIVELY TEST NO. ELEYATION ORLIFf LOCATION REF. CURVE % DRY
MOISTURE DENSITY % DENSITY I Grade 24" storm sewer line A-2 and A·l at station 21+56 I 18.7 103.2 ! ! I 97.2 ! ! i sm. DENSITY COUNT: 2407 sm. MOISTURE 􀁃􀁏􀁕􀁎􀁔􀀺􀁟􀀭􀀢􀀮􀀵􀀮􀀺􀀮􀀮􀀷􀁾􀀱__GAUGE
I.D.:==I:,:O:::9:=:03=:-::,::, -R:' AFTER TEST NUMBER INDICA TES RETEST . • INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICA 110NS 􀁒􀁅􀁾􀀺__________________________________________________________
______________________ Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent of TMI.
Results apply only to above tests. 􀁾􀁾􀀬􀀼􀀠r Y-m?, tt'" TERRA-MA INC. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dalton &: Company, Inc. DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction • Doug Teter REPORT
DATE: 07/13/98 Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050-22 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde E.L. Dalton &: Company· Mike Claxton
SPECIFICATIONS TEST DATA Percent Compaction: 95+ Dale Tested: 07/08198 Moisture Content (%j: Opt to +4 Technician: M. Kashern MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METIl.OD MATERIAL
DESCRIPTION OPTIMUM MOISTURE (%) MAX. DRY DENSITY (pel) 2 ASTMD698 Light Gray Calcareous Clay wNel & Blue WLS 20.7 102.8 3 ASTMD698 Brown & Yellow Brown Sandy Clay 16.9 109.4 1 ASTMD698
Gray Clay with Gravel 16.3 106.2 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PERASTM D2922, D31J17, RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY
DENSITY % DENSITY 1 Grade 24" storm sewer line A·2, station 22+50 I 19.6 103.4 97.4 GAUGE I.D.: _...;I:..:O:;:,9,:;03=-_ STD. DENSITY COUNT: 2359 sm. MOISTURE COIINT: _...:.5.:;,84.:...._
'R' AFTERTEST NUMBER INDICATES RETEST. • INDICATES FAlLURE TO COMPLY WIlli PROJECT SPEClFICAnONS 􀁾􀀺􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent
of TMI. Results apply only to above tests. TERRA·MAR, INC. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN lI050 Ahles Lane, Dallas. Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dalton & Company, Inc. DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE:
07/13/98 Huitt Zollars, fnc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-0S0-20 Town ofAddison -James Pierce, P.E. Town of Addison -Dave Wilde E.L. Dalton & Company -Mike Claxton SPECIFICATIONS
TEST DATA P'!:n:ent Compaction: _-:::c....:9:.::S..:.+-:-:-_ D • ., Te..ed: 07/02198 Moi.ture Conlent (%): Opt to +4 Tet:hnician: M. Kashem I : MATERIAL REFERENCE CURVE DATA CURVE NO.
TEST METHOD MATERIAL DESCRIPTION OPTIMUM MOISTURE (%) MAX.DRY DENSITY (pet) 2 ASTMD698 Light Gray Calcareous Clay wIYel & Blue WLS 20.7 102.8 3 ASTMD698 Brown & Yellow Brown Sandy Clay
16.9 109.4 I ASTMD698 Gray Clay with Gravel 16.3 106.2 IN-PLACE TEST RESULTS DENSITY DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION
REF. CURVE % MOISTURE DRY DENSITY % DENSITY I 2 Grade Grade 24" storm sewer line A-2 and A-I at station 21+3S 24" storm sewer line A-2 and A-I at station 21 +11 I I 17.8 19.2 ". 106.0
IOS.2 99.8 99.1 sm. DENSITY COUNT: 2434 sm. MOISTURE COUNT: __--=6..:.0'-7___GAUGE 􀁉􀀮􀁄􀀢􀀺􀀺􀀺􀀺􀀽􀀭􀀺􀀺􀀺􀀱􀀺􀀺􀀽􀀰􀀽􀀹􀀰􀀽􀀳􀁾􀀽􀀠"R" AFfER TEST NUMBER INDICATES RETEST• • INDICATES
FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS' ___________________________________________________________________________ Note: This report is for the exclusive use of the Client
addressed. This report may not be reproduced except in its entirety, without 􀀦􀁾􀀠::c :fcfP PI![d the written consent ofTMI. Results apply only to above tests. TERRA-R, INC. 
______________________________________________________________________ __ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK
AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE -DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dalton & Company, Inc. DISTRIBUTION:
PROJECf: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 06/24/98 Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050-IS Town ofAddison -James
Pierce, P .E. Town ofAddison· Dave Wilde E.L. Dalton & Company· Mike Claxton SPECIFICATIONS TEST DATA Percent Compaction: 95+ Date Tested: 06119198 Moist"reContent(%): Opt to +4 Technician:
M. Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. 2 3 TEST NO. I 2 TEST OPTIMUM METIIOD MATIlRIAL DESCRIPTION MOISTURE (%) ASTMD698 Light Gray Calcareous Clay wlYel & Blue WLS 20.7 ASTMD698
Brown & Yellow Brown Sandy Clay 16.9 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY ELEVATION REF. % I DRY OR LIFT LOCATION CURVE MOISTURE DENSITY
[' B.G. 4E-6, TV electric line, station 0+50 2 20.7 101.4 4' B.G. 4E-6, TV electric line, station 1+00 2 22.0 106.1 MAX. DRY DENSITY (pel) 102.S [09.4 % DENSITY 98.6 103.2 i STD. DENSITY
COUNT: 2638 STD. MOISTURE COUNT: ___4;.;.9.;.6___GAUOE I.D.: =...;1:.:0-,:7􀀴􀀭􀀬􀀺􀀶􀁾􀀽􀀠"R" AFTER TEST NUMBERINDlCATES RETEST. • INDICATES FAILURE TO COMPLY WITH PROJECT SPEOFICATIONS
􀁒􀁅􀁍􀁁􀁾􀀺􀀠Note: This report is for the exclusive use ofthe CHent addressed. This report may not be reproduced except in its entirety, without the written consent afTM!. Results apply
only to above tests. 
______________________________________________________________________ __ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK
AUSTiN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE -DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: E. L. Dalton & Company, Inc. DISTRIBUTION:
PROJECT: Arapabo Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 06124/98 Huitt Zollars, Inc. -Kenneth Roberts, P.E, TMI REPORT NO.: DC98-050-19 Town of Addison -James
Pierce, P.E. Town of Addison -Dave Wilde E.L. Dalton & Company -Mike Claxton SPECIFICATIONS TEST DATA Pertent Compaction: 95+ Dale Tested: 06123198 Moisture Con, .., ('\'0): Opt to +4
Technician: M. Kashem MATERIAL REFERENCE CURVE DATA OPTIMUM MAX. DRY NO. CURVE TEST DENSITY (pc!)METHOD MATERIAL DESCRIPTION MOISTURE (%) 20,7 102,8Light Gray Calcareous Clay wfYel &
Blue WLSASTMD6982 Brown & Yellow Brown Sandy Clay ASTMD698 16.9 109.43 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM D2922, D3ll17, RESPECTIVELY TEST ELEVATION REF. DRY
% NO. % LOCATION CURVE DENSITY DENSITYOR LIFT MOISTURE 104,36" TU electric line at station 1+58 1OL51 Grade 2 21.5 4'£.G. 6" TU electric line at station 1+85 100.92 24.4 !O3.72 GAUGE
I,D.: ,..--...:1:,:0:,:,74,:,:6,--::-:= STD, DENSITY COUNT: 2621 STD. MOISTURE COUNT:_---=5c::0.:..7___ "R" AFTER TEST NUMBER INDICATES RETEST. 'INDtCATES FAILURE TO COMPLY WITH PROJECT
SPECIFICATIONS 􀁾􀁓􀀺􀀠Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety. without the written consent of TMI.
Results apply only to above tests, 
-----TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dol/as, Texas 75229 Phone:972-488-8800 Fax:
972-488-8080 CLIENT: PROJECT: REPORT DATE: TMI REPORT #: CONCRETE INSPECTION AND COMPRESSION TEST REPORT Ed Bell Construction REPORT DISTRIBUTION: Arapaho Road Improvements Ed Ben Construction
-Doug Teter 06/11/98 Huitt-Zollars, Inc. Kenneth Roberts, P.E. DC98-050-9 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde Time lefllab: Arrived at site: Left site: Arrived
at lab: SPECIFICATIONS PROJECT DATA Strength (psi): Placement Date: 05/12/98 Slump (in.): Sampled By: Client Air Content (%): Weather: na Concrete Temp (oF): SupplierlMix: FIELD DATA
SET #1 Ticket#: Time Batched: Time Sampled: ________ Slump (in.): Air Content: -----Uuit Weight (pct): ________ Conc. Temp. (oF): Ambient Temp. ("F): _____ Yardage (c.y.): ________ Placement
Location: Client made cylinders, no location given Remarks: FIELD DATA SET #2 Ticket #: Time Batched: _____ Time Sampled: Uuit Weight (pet): -------Slump (in.): Air Content: Conc. Temp.
(oF): Ambient Temp. (oF): _____ Yardage (c.y.): ________ Placement Location: Remarks: CONCRETE COMPRESSION TEST RESULTS CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39,
CAPPED PER ASTM C617 Age (Davs) Strength (psi) Cylinder # Test Date Max. Load Obs) Area (sq. in.) FC NotesSet # 7ARE051201 05/19/98 147800 28.27 5230 A 28 156130 5520 C ARE051203 ARE051202
06/09198 28.27I 06109198 28 152410 28.27 5390 C ARE051204 Discard 2 (I) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE. (2) TYPE "A" CONE FRACTURE UNLESS INDICATED
OTHERWISE IN NOTES. (3) TEST RESULTS COMPLY WlTI! PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIElD TESTS ARE PER APPUCABLE ASTM STANDARDS: Cl38, C143, CI72, C231 Note: This
report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written consent ofTMI. Results apply only to above t
ests. TERRA-MAR, INC. GEOTEClINICAL ENVIRONMENTAL AND MATERIALS ENGINEERS ..//DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN " 11050 Ables Lane, Dallas, Texas 75229 Phone:972·488-8800
, ' " SOIL MOISTURE -DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter
REPORT DATE: 06/04/98 Huitt Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT NO.: DC98-050·I 6 Town of Addison· James Pierce, P.E. Town of Addison -Dave Wilde SPECIF1CA TIONS TEST DATA
Percent Compaction: _--::-....:9:.;:5_+---,_ Dat, Test,d: 05129/98 Moisture Co.tent (%): Opt to +4 Technician: M. Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL
DESCRIPTION OPTIMUM MOISTURE (%) MAX. DRY DENSITY (pel) 2 ASTMD698 Light Gray Calcareous Clay wlYel & Blue WLS 20.7 102.8 3 ASTMD698 Brown & Yellow Brown Sandy Clay 16.9 109.4 IN·PLACE
TEST RESULTS DENSITY AND MOISTURE TESTS ARE PERASTM D292l, D3ll17, RESPECTIVELY TEST NO. ELEVATION ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1 Grade 8" water
line, line B, station 52+96 2 21.4 100.5 97.8 GAUGE !.D.: 10746 STD. DENSITY COUNT: 2571 STD. MOlSTURE COUNT: _--,4:;;.9.:;.1___ "R" AFfER TEST NUMBER INDICATES RETEST. "INDICATES FAILURE
TO COMPLY WITH PROJECT SPECIFICATIONSREMARKS: ____________________________________________________________________________ Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without the written consent of TMI. Results apply only to above tests. 
TERRA-MAR, INC. ::HNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS .JALLAS FORT WORm HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas. Texas 75229 Phorte:972-488-8800 SOIJ:;-MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements REPORT DATE: 06/04/98 TMI REPORT NO.: DC98-050-15
Ed Bell Construction -Doug Teter Huitt Zollars, Inc. -Kenneth Roberts, P .E. Town ofAddison -James Pierce, P.E. Town ofAddison -Dave Wilde SPECIFICATIONS Percent Compaction: 95+ Moisture
eon",nt (%J: Opt to +4 Date Tested: Technician: TEST DATA 05121/98 M. Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST MEmOD MATERIAL DESCRIPTION OPTIMUM MOISTURE (%J MAX. DRY DENSITY
(pel) 2 ASTMD698 Light Gray Calcareous Clay wIY el & Blue WLS 20.7 102.8 3 ASTMD698 Brown & Yellow Brown Sandy Clay 16.9 109.4 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER
ASTM Dl!!22, D3017, RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DRY DENSITY % DENSITY 1 Grade 8" water line, line B, station 52+35 2 21.9 101.1 98.3 GAUGE
1.0.:_-=1",0,.;..74.:..;6__ STD. DENSITY COUNT: 2571 STD. MOISTURE COUNT: __-=5..:.17,-__ "R" AFTER TEST NUMBER INDICATES RETEST. • INDICATES FAlLURE TO COMPLY WITH PROJECT SPEClFlCATlONS
REMARKS: ____________________________________________________________________________ Note: This report is for the exclusive use ofthe Client addressed. This report may not be reproduced
except in its entirety, without the written consent ofTMI. Results apply only to above tests. TERRA-MAR, INC. 
________________________________________________________________ __ TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN
11050 Ables Lane, Dallas. Texas 75229 Phone:972-488-8800 SOn.. MOISTURE -DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Ben Construction DISTRIBUTION: PROJECT: Arapaho
Road Improvements REPORT DATE: 05126198 TMI REPORT NO.: DC98-050-14 Ed Bell Construction -Doug Teter Huitt Zollars, Inc, -Kenneth Roberts, P,E, Town ofAddison -James Pierce, P,E, Town
ofAddison -Dave Wilde SPECIFICATIONS Percent Compaction: 95+ Moisture Olnten, (%): Opt to +4 Date Tested: Tedmitian: TEST DATA 05120198 M. Kashem MATERIAL REFERENCE CURVE DATA CURVE
NO, TEST MEmOD MATERIAL DESCRIl'TION OPTIMUM MOISTURE (%) MAX,DRY DENSITY (pel) 2 ASTMD698 Light Gray Calcareous Clay wNel & Blue WLS 20,7 102,8 3 ASTMD698 Brown & Yenow Brown Sandy
Clay 16,9 109,4 IN-PLACE TEST RESULTS DENSITY .4ND MOISTURE TESTS ARE PER ASTM D2922, D3017, RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF, CURVE % MOISTURE DRY DENSITY % DENSITY
1 2 3 8'B,G, Grade Grade 8" water line, station 52+95 S" water line, station 52+45 8" water line, station 52+00 2 2 3 21.6 23.4 20,0 103,7 102,6 107,7 100.9 99.8 98.4 i ! GAUGE 1.0,:_..:1:.;:0,;.74.:
,:6:...-_ STD, DENSITY COUNT: 2565 SID, MOISTURE COUNT: _--,4.::.98=-_ "R" AFTER TEST NUMBER INDICATES RETEST, • INDICATES FA1l.URE TO COMPLY WITH PROJECT SPECIFICATlONS 􀁾􀁓􀀺􀀠Note:
This report is for the exclusive use ofthe Client addressed, This report may not be reproduced except in its entirety, without the written consent ofTMl, Results apply only to above
tests, 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas. Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Ben Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements REPORT DATE: 05/18198 TMI REPORT NO.: DC98-050-11
Ed Bell Construction -Doug Teter Huitt Zollars, Inc. -Kenneth Roberts. P.E. Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Pen:ent Compa.ction: _-=:--=9..:5_+---,._
Moisture Content (%): Opt to +4 Dat. T....d: Technician: TEST DATA 05114198 M. Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRIPTION OPTIMUM MOISTURE (%) MAX.
DRY DENSITY (pcl) 2 ASTMD698 Light Gray Calcareous Clay wlYel & Blue WLS 20.7 102.8 3 ASTMD698 Brown & Yellow Brown Sandy Clay 16.9 109.4 4 ASTMD698 Drk Brn & Light Brn Clay with WLSF
25.0 92.6 IN-PLACE TEST RESULTS DENSITY AND MOISTIJRE TESTS ARE PER ASTM D2922. D3lJ17. RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1
2 3 2nd 1st 2nd 8" sanitary line C, station 1+00 8" sanitary line C, station 2+00 8" sanitary line C, station 0+50 4 4 4 26.8 27.3 26.7 90.2 89.3 90.5 97.4 96.4 97.7 GAUGE I.D.: 10746
STD. DENSITY COUNT: 2677 STD. MOISTURE COUNT: _.....:;5..;.12,,-__ "R" AFTER TEST NUMBER lNDICATES RETEST. • INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMAruG: _________________________
_______________________________________________ Note: This report is for the exclusive use ofthe Client addressed. This report may not be reproduced except in its entirety, without the
written consent ofTMJ. Results apply only to above tests. 􀁾􀀬􀀯Z .1"'4Z f<f TERRA-INC. 
Tl!!RRA-IWAR -GEOTEC:HNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUmN LONG1'lEW }}OSO Ables lJI., Dallas, Texas 75229 phone:(972)488-8800 fox:(972)488-8080
Report of Moisture-Density Relationship Client Ed Bell Construction Project Arapaho Road Improvements Report Oistribution Ed Bell Construction -Doug Teter Town of Addison -James Pierce,
P.E. Town of Addison -Dave Wilde TMI Project No. DC98-050 Huitt-Zollars, Inc, -Kennelh Roberts, P.E. TMI Report No. DC98-050-12 ReportDate 05119198 Project Infonnation Malerial Origin:
Sampled By: M. Kashem Sample Location: S" Sewer Une at Station 1 +50 Sample Date: 05l14{98 Malerial Description: Dali< Brown & Ught Brown Clay with Weathered Limestone Fragments Tested
By: Jason Allen Malerial Use: Backfill Material Moisture-Density Relationship -Curve No.4 --100% Saturatlm ----+jGP2.70) Material Properties and Test Infonnation -Curve No.4 Maximum
Ory Density: 92.6 pet liquid Limit: ffl Passing No. 200: 89.7 % Optimum Moisture Percent: 25% Plastic Plastic Umit 24 USCS: Test Method(s): ASTM D698-A, D4318-B, 01140 Plasticity Index:
43 .. RammerDescription: Mechanical Preparation Procedure: Moist Remarks: TERRA-MAR, INC. The resufts presented in this report pertain only to the specific ltems tested. This report was produ¢e;d
for the exdusive use of thiS report. or any part lherein, is slrie!ly prohibiled wilhout the expre•• written consent of TMI. Pagel of 1 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements REPORT DATE: 05/18/98 TMI REPORT NO.: DC98-050·l3
Ed Bell Construction -Doug Teter Huitt Zollars, Inc. -Kenneth Roberts, P.E. Town ofAddison -James Pierce, P.E. Town ofAddison -Dave Wilde SPECIFICATIONS Percent Compaction: _-:::,..9:..;5:..+'-,-,-_
Moisture Content (%): Opt to +4 Dat. Tested: Technician: TEST DATA 05115198 M. Kashern MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METHOD MATERIAL DESCRIPTION OPTIMUM MOISTURE (%) MAX.
DRY DENSITY (pd) 2 ASTMD698 Light Gray Calcareous Clay wNel & Blue WLS 20.7 102.8 3 ASTMD698 Brown & Yellow Brown Sandy Clay 16.9 109.4 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS
ARE PER ASTM D2922, D3017, RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 3 Grade Grade Grade 8" sanitary line C, station 2+00 8" sanitary
line C, station 1+50 8" sanitary line C, station 1+00 2 2 2 24.7 22.6 20.9 99.4 102.3 99.7 96.7 99.5 97.0 GAUGE I.D.: _...;1",0.;.74.;.;6;...._ sm. DENSITY COUNT: 2642 sm. MOISTURE COUNT:
_.....:4c::.9:..3__ "R" AFTER TEST NUMBER INDICATES RETEST . • INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS REMARKS: _______________________________________ Note: This report
is for the exclusive use ofthe Client addressed. This report may not be reproduced except in its entirety, without the written consent of 1MI. Results apply only to above tests. 􀁤􀀮􀀮􀁾-:t:.:lqq,
p" TERRA· INC. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane. Dallas. Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DISTRlBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: 05/]5198
Huitt Zollars, Inc. -Kenneth Robetts, P.E. TMI REPORT NO_: DC98-050-10 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS TEST DATA Percent Compaction: 95+
Dale Tesled: 05/13/98---,..:::::,;=:::.......---Moisture 􀁃􀁯􀁮􀁴􀁾􀁴(%): Opt to +4 Technician: M. Kashem MATERIAL REFERENCE CURVE DATA CURVE TEST 􀁍􀁁􀁘􀁾􀁄􀁒􀁙OPTIMUM METHOD MATERIAL
DESCRIP1'ION DENSITY (pel)􀁎􀁏􀁾􀀠MOISTURE (%) ASTMD698 Light Gray Calcareous Clay wlYel & Blue WLS 20.7 102.82 109.43 ASTMD698 Brown & Yellow Brown Sandy Clay 16.9 IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM DZ922. D3017. RESPEcrlVEL Y ELEVATION REF. DRY %TEST % CURVE DENSITYNO. LOCATION MOISTURE DENSITYORLrFT 2' B.G. S" water line B. station 50+95
2 21.7 102.41 105.3 l' B.G. 8" water line B, station 50+90 2 23.1 104.2 101.42 3 I'B.G. 8" water line B, station 51 +10 21.0 100.7 98.02 ! , , i ! iI I GAUGEl.D.: 10746 STD. DENSITY
COUNT: 2591 STD. MOISTURE COUNT: 􀁟􀀭􀀭􀀧􀀵􀀺􀀺􀀺􀀲􀁾􀀹___ "R' AfTER TEST NUMBER INDICATES RETEST. *IND£CATES FAILURE TO COMPLY WITH PROIEcr SPECIFICATIONS REMARKS: __________________________________
_________________________________________ Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without the written
consent ofTMI. Results apply only to above tests. I 
'TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dalla:;, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction PROJECT: Arapaho Road Improvements REPORT DATE: 05114/98 TMI REPORT NO.: DC98·05IJ..6 DISTRIBUTION:
Ed Bell Construction -Doug Teter Huitt Zollars. Inc. -Kenneth Roberts, P.E. Town of Addison -James Pierce, P.E. Town of Addison· Dave Wilde SPECIFICATIONS Percent Compaction: 95+ Moisture
Content (%): Opt to +4 Date Tes • .u: Technician: TEST DATA 05/05/98 M. Kashem MATERIAL REFERENCE CURVE DATA OPTIMUM MAX. DRY ICURVE TEST MATERIAL DESCRIPTION MOISTURE ('Yo) DENSITY
(pel)NO. METHOD Light Gray Calcareous Clay wNel & Blue WLS 20.7 102.82 ASTMD693 16.9Brown & Yellow Brown Sandy Clay 109.43 ASTMD698 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE
PER ASTM D292l, 03017. RESPECTIVELY TEST REF. % DRY %ELEVATION MOISTURE DENSITY DENSITYNO. LOCATION CURVEOR LIFT 2 22.8 102.0 99.21 8" water line B. station 49+90 l' B.G. 2 100.12 8"
water line B. station 50+60 21.7 102.9Grade 8" water line B, station 51+35 2 20.8 104.2 101.43 3.5' E.G. I GAUGE 1.0.: __1;,;0.;.74...;6:....._ STD. DENSITY COUNT: 2547 STD. MOISTURE
COUNT: __--=5c:;1.;,8__ "R' AFTER TEST NUMBER INDICATES RETEST. • INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS 􀁒􀁅􀁍􀁾􀀺_______________________________________________________
Note: This report is fur the exclusive use of the Client addressed. This report may not be reproduced except in its entirety. without the written consent ofTMI. Results apply only to
above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed Bell Construction DlSTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter REPORT DATE: TMI
REPORT NO.: 05114/98 DC98-050-5 Huitt Zollars, Inc. -Kenneth Roberts, P.E. Town ofAddison -James Pierce, P.E. Town ofAddison -Dave Wilde SPECIFICATIONS Percent Compaction: Moisture Content
(%): _-::-...;9..;.5_+-,._ Opt to +4 Dat. Tested: Technician: TEST DATA 05/01/98 M. Kashem MATERIAL REFERENCE CURVE DATA OPTIMUM MAX-DRY NO. CURVE TEST MOISTURE (%) DENSITY (pcl)METHOD
l'IATERIAL DESCRIPTION 20.7Light Gray Calcareous Clay wlYel & Blue WLS 102.82 ASTl'I D698 Brown & Yellow Brown Sandy Clay 109.416.93 ASTM 0698 IN-PLACE TEST RESULTS DENSITY AND MOISTURE
TESTS ARE PERASTl'I D2922, D3617. RESPECTrvELY TEST REF. % DRY %ELEVATION MOISTURE DENSITYLOCATION CURVE DENSITYNO. OR LIFT 8" water line B, station 48+50 2 20.8 104.3 101.51 I'B.G.
23.3 98.58" water line B, station 47+50 2 101.32 U'B.G. 22.7 102.3 99.58" water line B, station 46+00 23 Grade sm. DENSITY COUNT: 2547 sm. MOIST1JRECOUNT._....;;:5:..:1::.8___GAUGE 1.0"=:-:-:1:.:0:::
74-::6:-:-:: "R" AFTER TEST NUMBER INDICATES RETEST. -INDICATES FAILURE TO COMPLY WITH PROJECT SPECIfICATIONS 􀁒􀁅􀁍􀁾􀀺___________________________________________________________________________
Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, without 􀁾􀁚􀀺􀁊􀁾􀀠􀁾􀁾􀀠TERRA-INC.the written consent
ofTMI. Results apply only to above tests. 
, TERRA-MAR, INC. GEOTECHNICAL, ENVIRON1 . .-..J'NTAL. AND CONSTRUCTION MATI!....iALS TESTING Dallas Fort Wortll Houston Lubbock Longview Austill 11OSO Ables Lane, Dallas, Texas 7S229
PI!One: 972-488-8800 􀁆􀁡􀀮􀁾􀀺􀀠972-488-8080 DAILY ACTIVITY OBSERVATION REPORT CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road improvements Ed Ben Construction -Doug
Teter PROJECT NO.: DC98-050-7 Huitt Zollars, Inc. -Kenneth Roberts, P.E. REPORT DATE: 05114/98 Town ofAddison -James Pierce, P.E. Town ofAddison -Dave Wilde On 05/07198, TMI representative
Mohammed Kashem was present at the above referenced project to perform in-place density tests. Upon arrival, TMI was notified that the contractor was not ready for testing. TMI returned
to the Dallas Laboratory. , Note: This report is for the exclusive use ofthe Client addressed. This report may not be reproduced except in its entirety, without the written consent ofTMI.
Results apply only to above tests. 
\ TERRA-MAR, INC. GEOTECHNICAL, ENVIRONlV.u;NTAL, AND CONSTRUCTION MATERIALS TESTING Dallas Fort Wortll Houston Lubbock Longview Austill 11050 Abies Lane, Dallas, Texas 75229 PIzone:
972-488-8800 Fax: 972-488-8080 DAILY ACTIVITY OBSERVATION REPORT CLIENT: Ed Bell Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction -Doug Teter PROJECT
NO.: DC98-050-8 Huitt Zollars, Inc. -Kenneth Roberts, P.K REPORT DATE: 05115198 Town ofAddison -James Pierce, P.E. Town ofAddison -Dave Wilde On 05/12/98, TMI representative Mohammed
Kashem was present at the above referenced project to perform concrete inspection and testing. Upon arrival, TMI was notified by the contractor that the concrete was delayed, and was
not sure when it would arrive. TMI was instructed to leave cylinder molds at the site and the contractor would make the cylinders when the concrete arrived. :.. Note: This report is
for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety. without the written consent ofTML Results apply only to above tests. 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON LONGVIEW LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488-8800 SOIL MOISTURE
-DENSITY TEST REPORT IN-PLACE TESTS BY NUCLEAR METHODS CLIENT: Ed BeU Construction DISTRIBUTION: PROJECT: Arapaho Road Improvements REPORT DATE: 05/14/98 TMI REPORT NO.: DC98-050-4 Ed
BeU Construction -Doug Teter Huitt ZoUars, Inc. -Kenneth Roberts, P.E. Town ofAddison -lames Pierce, P.E. Town ofAddison -Dave Wilde SPECIFICATIONS Percent Compaction: 95+ Moisture Content
(%): Opt to +4 Date Tested: Technician: TEST DATA 04/30/98 M. Kashem MATERIAL REFERENCE CURVE DATA CURVE NO. TEST METIIOD MATERIAL DESCRIPTION OPTIMUM MOISTURE (%) MAX. DRY DENSITY (pel)
2 ASTMD698 Light Gray Calcareous Clay wNel & Blue WLS 20.7 102.8 3 ASTMD698 Brown & YeUow Brown Sandy Clay 16.9 109.4 IN-PLACE TEST RESULTS DENSITY AND MOISTURE TESTS ARE PER ASTM 02922,
D3017, RESPECTIVELY TEST NO. ELEVATION OR LIFT LOCATION REF. CURVE % MOISTURE DRY DENSITY % DENSITY 1 2 3 2'B.G. l' B.G. Grade 8" water line B, station 43+50 8" water line B, station
44+00 8" water line B, station 44+70 -2 2 2 22.3 21.7 22.6 101.4 102.4 103.5 98.6 99.6 100.7 STD. DENSITY COUNT: 2607 STD. MOISTURE COUNT: _--=5.:1..:.6__GAUGE 1.0.: =",1:,:0,:,:7::,:46=:--::-::
"R" AFTER TEST NUMBER INDICATES RETEST . • INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS 􀁒􀁅􀁾􀀺________________________________________________________________________ Note:
This report is for the exclusive use ofthe Client addressed. This report may not be reproduced except in its entirety, without 
TIIIRRA-IIIIAR -GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUsroN AUSTiN LONGVIEW 11050 Ables Ln .• Dallas. T= 75129 pbone:(972)41J8·1J80fJ /",,:(972)488-8080
Report of Moisture-Density Relationship ClientEd Bell Construction Project Arapaho Road Improvements Report Distribution Ed Bell Construction· Doug Teter Town of Addison -James Pierce.
P.E. Town of Addison -Dave Wilde TMI Project No. DC98'()50 Huitt-Zollars. Inc. -Kenneth Roberts. P.E. TMI Report No. DC98.()50-1 Report Date 05101/98 Project Infonnation Material Origin:
Sampled By: M. Kashem Sample Location: Stockpile by jobsite Sample Date: 04128198 Material Description: Dark Gray and Gray Clay with Gravel Tested By: Jason Allen Material Use: On site
backfill Molsture-Density Relationship • Curve No.1 --jl . --, t\: 􀁾􀀠!.. ------f-" 􀁾􀀭--'-100%Sl:wtaUon : 􀁾􀀺􀀧􀀠= -.. ---􀀽􀁬􀀽􀁾􀀽􀁾􀀠(.....101 .. --.. ----: :1=-,-.. ------....
-111.0 1 ----f'1'-----==\1= --...... -----1=t= ---i------_.... -_.. -:i: -----_...... -,-" .. -----===: 􀁾􀁜f -_...... -:-.... --. --l --K.. --􀁾􀀠...... --.. .. -----'1' .. -Ii' 􀁾􀀠....
--------r\.--'" 101.0 ?l 1D*1082pcf -c 􀀭􀁾􀀭--, ,• -:: '="_'":! --􀀭􀁾􀀺􀁉i -rf ----r "f *.+ I-e 77 ,==t= 􀁟􀁾􀁟E -----ol 􀀱􀀭􀁾􀀠;,.-! -; = :t=--_I -􀀭􀁔􀀭􀁥􀀭􀁾i-,_. -.== =iI ---I
--rr--􀁾􀁳􀁲􀁆􀀠==='"-i􀀬􀁾􀁾􀀭===:-􀁾􀀠:i -q f-'J._ 4 _ .. , .. -:"---103.0 􀀮􀁾􀀡􀀡􀀧􀀭􀀭;1'1" --􀁾􀀠􀁉􀁴􀀭􀁾􀀠---􀀭􀁾􀀠-=I=::f = = r =-:--􀀭􀁾􀀭.. I=r = : : ,= 􀀺􀁾􀀭􀁉􀀺􀀠.--+--'-I
-------1----􀀭􀀭􀁉􀁾􀀠--7 --􀁾􀀠---'-.--:-'1'---------11' -.-----:1= 􀀽􀁾􀀽􀁉􀀽􀀺􀁩􀀽---1-1---,-,--j-r-----".0,... 1U '8.. ,... ,... .... Material Properties and Test Information. Curve
No.1 Maximum Ory Density: 106.2 pef Liquid Limit: 60 Passing No. 200: 58.9 % Optimum Moisture Percent 16.3 % Plastic LimH: 20 uses: 􀁾􀀠.' Plasticity Index: 40 Test Method(s): ASTM D698-A.
04318-B, D1140 Rammer Description: Mechanical Preparation Procedure: Moist Remarks: TERRA-MAR, INC. The results presented in this report pertain only to the specific items tested, This
report was produced for the exclusive use of e client. Any reproduction of this report. or any part therein. i. strictly prohibited wtthout the express written consent of TM!. Page 1
of 1 
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALl.dS FORT WORTH HOUSTON AUSTIN LONGVIEW 110$0 Ables Ln.• Dallm, Texa5 7$229 phone:(972)48B-llBOO fax:(972)488-8080 Report of Moisture-Density
Relationship Client Ed Bell Construction Project Arapaho Road Improvements Report Distribution Ed Bell Construclion -Doug Teter Town of Addison -James Pierce, P.E, Town of Addison -Dave
Wilde TMI Project No. DC96-050 Huitt-Zollars. Inc. -Kenneth Roberts, P,E. TMI Report No. DC96-050-3 Report Date 05106198 Project Information Material Origin: Sampled By: M, Kashem Sample
Locallon: 8" water line at line B, station 45+50 Sample Date: 04/30198 Malerial Description: Brown & Yellow Brown Sandy Clay Tested By: Jason Allen Material Use: Backfill Material MoIsture-Density
Relationship • Curve No.3 114.0 rTi-,Ti-rTi,rr'T,,======ij . ---r---t--􀀭􀀭􀁾􀀭i 111.01-+-+-1-+-1DO%SaturaUon IGa-2.70) --:-􀀭􀀭􀁾􀀭--i--Material Properties and Test Information -Curve
No.3 Maximum Dry Density: 109.4 pef Liquid limit: 46 Passing No, 200: 44,0 % Optimum Moisture Percent: 16.9 % Plastic Limit: 17 USCS: Plasticity Index: 29 Test Method(s): ASTM D698-A.
D4318-B, 01140 Rammer Description: Mechanical Preparation Procedure: Moist Remarl<s: TERRA·MAR. INC. The results presented in this report pertain only to the speclllc items tested, ThiS
report was produced lor the exclUSive use of ttV.lient. Any reproduction of this report. or any part therein. is strictly prohibited without lt1e express writlen consent oflMl. Page
1 of 1 
GEOTECHNICAL ENVIRONMENTAL AND MATERIAll! ENGINEERS DALLAS FORT WORTH HOUSTON AU:'71N LONGVIEW I /OSO Ables Ln., Dall..., Texas 75229 pho..:(972)48li-8800 !ax:(971)488-IJOBO Report of
Moisture-Density Relationship Client Ed Bell Construction Project Arapaho Road Improvements Report Distribution Ed Bell Construction -Doug Teter Town of Addison· James Pierce, P .E.
Town of Addison· Dave Wilde TMI Project No, DC98·050 Huitt-Zollars, Inc.' Kenneth Roberts, P.E. TMI Report No. DC98-050-2 Report Date 05106/98 Project Information Material Origin: Sampled
By: M. Kashem Sample Location: 8" water line at line B. station 46+00 to 48+00 Sample Date: 04130198 Material Description: Light Gray Calcareous Clay with Yellow & Blue Weathered Limestone
Tested By: Jason Allen Material Use: Backfill Moisture·Denslty Relationship • Curve No.2 Mdnwe Cartlent 􀀨􀁾􀀠Material Properties and Test Information· Curve No_ 2 Maximum Dry Density:
102.8 pcf Liquid Limit: 48 Passing No. 200: 53.8 % Optimum Moisture Percent: 20.7% Plastic Limit: 18 USCS: Plasticity Index: 30 Test Mathod(s): ASTM D698-A. D4318-B, 01140 Rammer Description:
Mechanical Preparation Procedure: Moist Remarks: TERRA·MAR, INC. The results presented in this report pertain only to the specifiC items tested. This report was produced for the exdusive
use of client. Any reproduction of this report, or any part the",In. is slric!ly prohibited without the express written consent ofTMI. Pagel of 1