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TERRA-MAR, INC, GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORTWORTH HOUSTON LONGVIEW. LUBBOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:972-488·8800 cb CONCRETE
INSPEC1'ION 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: 7/23/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-131 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS PROJECT DATA
Strength (psi): _...;6:..;5;..:0'--____ Placement Date: 6/23/99 Slump (in.): _-.:5"--____ Sampled By: R. Shaheed Air Content (%): Weather: Partly Cloudy Concrete Temp eF) 90 Supplier/Mix:
Lattimore-650 Flex FIELD DATA SET #1 Ticket #: Slump (in.): 73110 4 Time Batched: Air Content: 9:02 3.2 Time Sampled: 10:40 􀀭􀀭􀁾􀀻􀀮􀀺􀀮􀀮􀀮􀀻􀀮􀀮􀀺􀀽􀀭􀀭􀀭􀀭􀀭Unit Weight (pet): ___􀁾􀀭􀀻􀀭____
Cone. Temp. ('F): 90 Ambient Temp. ('F): 83 Yardage (c.y.): ____""9...1y"'dc:;s___ s___ Sample Location: East bound turning lane @tollway/Arapaho; west of toll 50ft. West Remarks: Paving
FIELD DATA SET #2 Ticket #: 73141 Time Batched: 12:32 Time Sampled: 1:47 􀀭􀀭􀀭􀁾􀁾􀀭􀀭􀀭􀀭Slump (in.): 4.5 Air Content: 2.3 Unit Weight (pet): ___-::--:-____ Conc. Temp. rF): 93 Ambient
Temp. ("F): 89 Yardage (c.y.): ___􀀮􀀮􀀮􀀻􀀹􀁾􀁌􀁹􀁤􀀺􀀺􀀺􀀺􀁳􀀺􀀺􀀮􀀮􀀮􀀮􀀮􀀮___ Sample Location: East bound turning lane @toliway/Arapaho; west of toll 150ft West Remarks: Paving I
CONCRETE COMPRESSION TEST RESULTS i BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM CTB Notes,Set # Beam # , Test Date Age Max. Load Average Average Modulus of I (Ibs)(Days) Depth,D
Width, B Rupture (psi) , 1 5956/30/99 7140 "Ooes not meet specifications,AR062301 7 6.00 6.10 ! ! i -Does not meet specificatrons6/30/99 7560 6.00 6.10 6302 ! AR062301 7 ! ! 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. CI72. C231 Note: This report is for the exclusive use of the Client addressed. Lzdf( L.􀁾,"<>ERRA-MAR,TC.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 LUSSOCK AUSTIN 11050 Ables Lane, Dallas, Texas 75229 Phone:g72-488-8800 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: 04128/99 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 (in.): Air Content ('Yo): Concrete Temp CF) PROJECT DATA Placement Date: 04121/99 Sampled By: EE Weather: P. CloudylWindy Supplier/Mix: Ed Bell , FIELD
DATA SET #1 Ticket #: 7068521 Time Batched: 7:45 Time Sampled: 8:33 Unit Weight (pcf): ----=::..;;.;;'----Slump (in.): 2 Air Content: 4.0 Conc. Temp. CF): 78 Ambient Temp. CF): 71 Yardage
(c.y.): ____9=--___ Placement Location: Median of Arapaho Road FIELD DATA SET #2 Ticket#: 6094472 Time Batched: 12:51 Time Sampled: ___-=2:...;:00""-___ Slump (in.): 1 1/2 Air Content:
4.0 Unit Weight (pcf): ----,=-=:c=---Conc. Temp. (OF): Ambient Temp. CF): 88 Yardage (c.y.): __--=1..::.0.::0-..::.2:.:0;.:;0___ Placement Location: Median of Arapaho Road Remarks: CONCRETE
COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM C31 TESTED PER ASTM C78 , Average Modulus of NotesSet # Beam # Test Date Age Max. Load Average (Ibs) Rupture (psi) (Days) Depth,
D Width, B 6.20 605AR040501 04128199 7260 6.051 7 .. • Ooes not meet specification6.05' 645AR040502 05/19/99 28 7740 5.95 6.30 6002 AR040503 04/28/99 7200 5.957 6.35AR040504 05/19/99
28 8640 6.00 720 :1) SPAN LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. :2) SPECIMENS GROUND PRIOR TO TESTING, LEATHER SHIMS USED DURING TESTING. 􀁾􀀩􀀠TEST RESUlTS COMPLY WITH PROJECT SPECIFICATIONS
UNLESS INDICATED IN NOTES. :4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: CI38, 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 TMI. Results a I ani 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 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) "Revised Copy -Specifications CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements
Ed Bell Construction -Doug Teter REPORT DATE: 02101/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-93 Town of Addison -James Pierce, P.E. Town of Addison -Dave
Wilde SPECIFICATIONS Strength (psi): 650" Slump (in.): --=.4=----Air Content ("!o): _--.:5::.-.____ Concrete Temp CF): PROJECT DATA Placement Date: 12131/98 Sampled By: J. Perez Weather:
Sunny Supplier/Mix: TXI FIELD DATASET #1 Ticket #: Slump (in.): na 5.00 Time Batched: Air Content: 8:14 5.0 Time Sampled: 9:00 Unit Weight (pc!): -----=-n:.:a"'----Conc. Temp. CF): 50
Ambient Temp. CF): 40 Yardage (c.y.): ___---::5"'0____ Placement Location: Quorum and Arapaho Road -northwest FIELD DATA SET #2 Ticket #: Slump (in.): Conc. Temp. (oF): 5.00 50 Time
Balched: Air Content: Ambient Temp. ('F): 9:03 5.0 40 Time Sampled: 9:55 Unit Weight (pc!): -----=-n:.:a"'---Yardage (c.Y.): ___---'5:::0____ Placement Location: Quorum and Arapaho Road
-south center Remarks' Set# 1 2 Beam # APR123101 APR123102 APR123103 APR123104 Test Date 01/07/99 01/28/99 01/07/99 01/28/99 CONCRETE COMPRESSION TEST RESULTS BeAMS MOLDED AWD CURED
peR ASTM C3l, TESTeD PER ASTM C7a Age Max. load Average Average (Days) (Ibs) Depth, D Width, B 7 6300 5.90 6.10 28 7320 5.90 6.10 ti. d-LH(,.,lenTJ '1( 􀁾􀀥􀀠if7 6060 5.90 6.10 28 7260
5.90 6.00 􀀷􀁾􀀠de.kc 􀁾􀁮􀁦􀁪􀀠qe. ;0 of-Modulus of Noles Rupture (psi) 525 610 * .. Does not meet specifICation c.rvr/ri(¢ fj./(.-l 􀁴􀁦􀀭􀁉􀁉􀁾􀀠􀁾􀁕􀀨􀀠505 605 * .. Does not meet
specification 􀁕􀁬􀀧􀁴􀀭􀁦􀁲􀁾􀁆􀀭􀁡􀁬􀁬􀁾􀀠,(1) SPAW LENGTH OF 18 INCHES, UNLESS NOTED ABOVE. (2) SPECIMENS GROUND PRIOR TO TESl1NG, LEATHER SHIMS USED DURING TESTING. (3) TeST RESULTS
COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLEASTM 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 wrttten consent of TMI. Results _., nly to above tests, 
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 CONCRETE
INSPECTION AND FLEXURAL STRENGTH TEST REPORT (THIRD POINT LOADING) CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed 8ell Construction -Doug Teter
REPORT DATE: 04/28/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMJ REPORT #: DC98-050·121 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi):
􀁟􀀮􀀮􀀮􀀺􀀶􀁾􀀵􀁾􀀰____ Slump (in.): Air Content (%): __3:;;..-.;;;.5____ Weather: P. CloudylWindy Concrete Temp ("F) Supplier/Mix: Ed Bell FIELD DATA SET #1 Ticket #: Slump (in.):
Conc. Temp. ("F): 7068521 2 78 Time Batched: Air Content: Amoient Temp. ('F): 7:45 4.0 71 Time Sampled: 8:33 Unit Weight (pef): ----=n"'a"---Yardage (c.y.): ___--=9____ Placement Location:
Median of Arapaho Road FIELD DATA SET #2 Ticket #: 6094472 Time Batched: 12:51 Time Sampled: ___􀀮􀀮􀀺􀀮􀀲􀀺􀀺􀀮􀀺􀀮􀀺􀀰􀁾􀀰􀀺􀀺􀀺􀀮􀀮􀀮􀀮􀀮___ Slump (in.): 1 1/2 Air Content: 4.0 Unit
Weight (pef): __--:-::-=-::-::-;:-__ Conc. Temp. (OF): 76 Amoient Temp. (,F): 88 Yardage (c.y .j: __---'1..::,00-.::....=2.;:..00"--__ Placement Location: Median of Arapaho Road Remarks:
CONCRETE COMPRESSION TEST RESULTS BEAMS MOLDED AND CURED PER ASTM 031, TESTED PER ASTM 07B Max. Load Average Average Modulus of NotesAgeSet# 8eam# Test Date Rupture (psi) (los) Depth,
D Width, B (Days) 6.05 6.207 7260 605 AR040502 04/28/991 AR040501 • • Does not meet specification5.95 64528 7740 6.0505/19/99 600 AR040504 6.307 5.9504/28/99 72002 AR040503 6.00 7206.3528
864005/19/99 (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 IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: CI38, 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 applv onlv to above tests. TERRA-MAR; C. 
TERRA.MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW LUBBOCK 11050 Ables Lane, Dallas, Texas 75229 Phone:972488·8800 CONCRETE
CORE COMPRESSION TEST REPORT CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction· Doug Teter REPORT DATE: 03/31/99 Huitt-Zollars,
Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050-112 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde PROJECT DATA Placement Date: na Drilled By: Ron Pleasant Date Drilled:
03/24/99 Moisture Condition at Time of Test: Dry Date Tested: 03/26/99 Nominal Max. Size of Aggregate: Age at Test: na Design Strength (psi): CONCRETE COMPRESSION TEST RESULTS CONCRETE
CORED IN ACCORDANCE WITH ASTM C42, CURED (IF APPLICABLE) PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C6l7 COREI.D. CORE CAPPED DIAMETER DIAMETER AVERAGE AREA MAXIMUM UD CORRECTION
CORRECTED LENGTH LENGTH, L 1 2 DIAMETER,D LOAD FACTOR STRENGTH (in.) (in.) (in.) (in.) (in.) (in') (lb •• ) (psi) 3A 9.6 6.88 3.68 3.68 3.68 10.64 57700 1.87 0.99 5370 2B 9.7 7.31 3.68
3.68 3.68 10.64 78520 1.99 1.00 7380 2A 10.1 7.42 3.68 3.68 3.68 10.64 63130 2.02 1.00 5730 LOCATION OF DRILLED CORES COREI.D. LOCATION 3A Westbound Arapaho inside lane, station 45+71
2B Westbound Arapaho inside lane, station 46+37 2A Westbound Arapaho inside lane, station 46+08 Note: This report is for the exclusive use of the Client addressed. }1......p This report
may not be reproduced except in its entirety, without TERRA-MAR, INC. my" 􀁾􀀮􀀢􀁩􀁾<f"'" the written consent of TMI. Results ap Iy 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 CONCRETE
CORE COMPRESSION TEST REPORT CLIENT; PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements 03/31/99 DC98·050-113 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 PROJECT DATA Placement Date: na Drilled By: Ron Pleasant Date Drilled;
03/25/99 Moisture Condition at Time of Test: Dry Date Tested: 03/26/99 Nominal Max. Size of Aggregate: Age at Test: na Design Strength (psi); CONCRETE COMPRESSION TEST RESULTS CONCRETE
CORED IN ACCORDANCE WITH ASTM C42, CURED IIF APPLICABLE) PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617 CORE 1.0. CORE LENGTH lin., CAPPED LENGTH,L (in.) DIAMETER 1 (in., DIAMETER
2 lin.) AVERAGE DIAMETER,D (in.) AREA (in') MAXIMUM LOAD (lb••) UD CORRECTION FACTOR CORRECTED STRENGTH (psi) 1A 10.0 6.85 3.68 3.68 3.68 10.64 64960 1.86 0.99 6040 5 11.3 7.62 3.68
3.68 3.68 10.64 47810 2.07 1.00 4490 6 11.6 7.14 3.68 3.68 3.68 10.64 32240 1.94 1.00 3030 7 11.5 6.86 3.68 3.68 3.68 10.64 14660 1.86 0.99 1360 8 10.3 7.06 3.68 3.68 3.68 10.64 70610
1.92 1.00 6110 LOCATION OF DRILLED CORES COREI.D. 1A Eastbound Arapaho outside lane, station 55+50 5 Quorum Road southbound outside lane, station 5+89 6 Quorum Road southbound inside
lane, station 5+89 LOCATION * '1<./.'10 _X'lao := 9Lj.. 5 10 if '+'750 ref tJ Strrr-'l tt, () 􀁾5 % d.,{:C.I(!h 17 Quorum Road southbound outside lane, station 3+42 8 Quorum Road southbound
outside lane, station 2+75 Note: This report is for the exclusive use of the Client addressed. t1-p This report may not be reproduced except in its entirety. without TERRA-MAR, INC.
􀀬􀀮􀁾􀀯􀀠􀁾􀁫(.f the written consent of TMI. Results ap 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 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: 02/11/99 Huitt·Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-050·94 Town of Addison -James Pierce, P.E. Town of Addison· Dave
Wilde SPECIFICATIONS Strength (psi): _-'6"'5:::.0____ Slump On.): Air Content (%): Concrete Temp ("F): PROJECT DATA Placement Date: 01/27/99 Sampled By: MK Weather: Clear Supplier/Mix:
TXI FIELD DATA SET #1 Ticket #: 126896 Time Batched: 12:25 Time Sampled: Unit Weight (pcf): ---....:.:.;.;.::..--Slump (in.): 5 1/2 Air Content: na Conc. Temp. (OF): 70 Ambient Temp.
(oF): 68 Yardage (c.y.): ___.:..4.:.:.5/:...;4.:..;.5:...--__ Placement Location: Light pole footing @@intersection of Arapaho Rd & Quarum Rd. FIELD DATASET #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 BEAMS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C1S Set# Beam # Test Date Age (Days) Max. Load (Ibs) Average Depth, D Average Width, B Modulus of Ru plure (psi) Notes
1 APR012701 APR012702 02103199 02124/99 7 28 6960 7740 6.00 6.10 6.40 6.20 580 645 • • Does not meet specification tJ. -, /0 deft􀁾􀁉􀁥􀁲􀁲􀁴95"/{ 􀁾􀀠􀁾􀀮􀁾t../-,Ir t c..-e...cr.(/ffWGI
(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: 0138, Cl43. 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 apply only to above tests. 
__________________________________________________________________ __ 3 TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST
REPORT (THIRD POINT LOADING) 'Revised Copy -Specifications CLIENT: Ed Bell Construction REPORT DISTRIBUTION: PROJECT: Arapaho Road Improvements Ed Bell Construction· Doug Teter REPORT
DATE: 02101/99 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-0S0-93 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS FIELD DATA SET #3 PROJECT
DATA Ticket #: na Time Batched: na Time Sampled: na Slump (in.): S.OO Air Content: 5.0 Unit Weight (pet): --------'n"'a'-----Cone. Temp. (OF): 50 Ambient Temp. (oF): 40 Yardage (c.y.):
___.....:.:16::,:0'--___ Placement Location: 􀁒􀁥􀁭􀁡􀁾􀁳􀀺􀀠􀀧􀁑􀁾􀁵􀀽􀁯􀁾􀁲􀁵􀀽􀁭􀁾􀁡􀀽􀁮􀁤􀂷􀁁􀂷􀁲􀁳􀀽􀀽􀁰􀁫􀁨􀁯􀁾􀁒􀀷􀁯􀁡􀀽􀁤􀁾􀁟􀀷􀁳􀁯􀀽􀁵􀁾􀁴􀁨􀁾􀁥􀀽􀁡􀀽􀁳􀂷􀁴􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭
􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭FIELD DATA SET #4 Ticket #: Time Batched: Time Sampled: Slump {in.}: Air Content: --------Unit Weight (pet): -----------------Conc.
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 C78 Age Max. Load AverageSet# Beam # Test Date Average Modulus of Notes (Ibs)(Days) Rupture (psi)Depth, D Width, B 6300 5.90APR123105 01/07199 7 6.10 525 APR123106 28 7320 6.0001/28199
6.10 610 .... .. Does not meet spec1ftcation ,....,." if,􀁾􀁦􀀭'IJV/t,"/􀁾􀀠de.T 􀀧􀁙􀁃􀁉􀀮􀁦􀁾􀁦􀁾􀀠11-1/1) t.V e.I.rOZ (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. 
---212 ITEM ...... be required to complete the pavement in accordance with the plans and specifications. 5.8.4. ALLEY PAVING: Alley paving sball be constructed in accordance with the
specifications for street paving hereinbefore described in accordance with the details shown on the plans; and with the following additional provisions: Alley paving shall be constructed
to on. of the typical cross sections shown on the plans. Transv.....xpansion joints of the type shown on the plans shall be constructed at the property lin. on eacll .nd of the alley
with a maximum spacing of 600 feet (lSOM). Transv.... contracoon and dummy joints shall be placed at the spacing shown on the plans. Contraction and dummy joints shall be funned in such
a mann.r that the required 􀁾􀀮􀀠. joints shall be produced to the satisfaction of the OWNER. All joints shall be filled with top seal in accordance with the requirements of Item 6.8.2.(e).,
"Joints." 5.8.5. PAVEMENTlEAVEOl1TS: Pav.ment l.aveouts as necessary to maintain and provide provide for local traffic shall be provided at location indio cated on the plans or as directed
by the OWNER. Th. extent and location of each leavenut required and a suitabl. crossov.r connection to provide for traffic movements shall be determined in the field by the OWNER. L.rt
or right-turn lanes and median openings shall not be considered as pavement leavenuts. 5.8.6. PAVEMENT TESTING: (a) Testing of Materials. Samples of all materials for test shall be made
at the expense of the OWNER, unless otherwise specified in the special provisions or in the plans. In the event the initial sampling and testing does not comply with the specifications,
all subsequent testing of the material in order to determine if the material is acceptable shall be at the CONTRACTOR'S expense at the same rate eharged by the com· merciallaboratories.
(b) Pavement Thickness Test. Upon completion of the work and be· 􀁾􀀭'are final acceptance and final payment shall be made, pavement thick· .Iess test shall be made by the OWNER or his
authorized representative. The number of tests and location shall be at the discretion of the OWNER, unless otherwise specified in the special provisions or on the plans. The cost for
the initial pavement thickness test shall be at the expense of the OWHER. In the event a deficiency in the thickness of pavement is revealed during normal testing operations, subsequent
tests necessary to isolate the deficiency shall be at the CONTRACTOR'S expense. The cost for the additional coring test shall be at the same rate charged by com· merciallaboratories.
Wh.re the average thickness of pavement in the area found to be deficient in thickness by more than 0.2 inch (5 mm), but not not more than 0.50 inch (12.5mm1, payment shall be made at
an a<\lusted price as specified in the following table: 􀀭􀀢􀁾􀁾􀀺􀀺􀀮􀁾􀀺ITEM ...... 283 CONCRETE PAVEMENT DEFICIENCY Deficiency in ThIckness Proportional Part Determined by Core. o{Contract
Price Inches (mm) Allowed 0.00 to 0.20 (0.0-5.0) 100pen:ent 0.21 to 0.50 (5.3-7.51 SO percent 0.31 to 0.40 (7.8-10.0) 70pereent 0.41 to 0.50 (10.3-12.5) 60 percent Any area of pavement
found deficient in thickness by more than 0.5" of and inch (12.5mm) but not more than .75" (19mm) or 1110 ofthe plan thickness. whichever is greater, shall be evaluated by the OWNER.
If, in the judgment of the OWNER, the area of such deficiency should not be removed and replaeed, there shall be no payment for the area retained. If, In the judgment of the OWNER, the
area of such deficiency warrants removal, the area .ba11 be removed and replaced, at the CON· TRACTOR'S entire expense, with _crete of the thickness shown on the plans. Any area of pavement
found deficient in thickness by more than .75" inch (19 mm) or more than 1110 of the plan thickness, whichever is greater, shall be removed and replaced, at the CONTRACTOR'S entire pense,
with concrete of the thickness shown on the plans. No additional payment over the contract unit price sball be for any pavement of a thickness exceeding that required by plans. (c) Pavement
Strength Test. During the progress of the work, CO"TRACTOR shall cast test cylinders to maintain a check on the comDres.! sive strengths of the concrete being placed. Four test cylinders
shall be taken from a representative portion the concrete being placed for every 150 cubic yards of concrete pave· ment placed, but in no case shan less than two sets of cylinders be
taken from anyone day's placement. After the cylinders have been cast, they shall remain on the job site undisturbed for 24 hours and then transport.d, moist cured, and tested by the
OWNER. Two of the cylinders in each set shall be tested in seven days; and then, if, in the opinion of the OWNER, the seven·day test results are low enough, the other two cylinders in
each set may be test.d in 28 days. If the 28-day test results indicate deficient strength, the CONTRACTOR may, at his option and expense, core the pavement in question and have the cores
tested by an approved lahoratory to override the results of the cylinder tests. Pavement not meeting the minimum specified strength shall be subject to the money penalties or removal
and replacement at the CONTRACTOR'S expense as shown in the foUowing tabl.: 
2M ITHI ....7. Pen:entofContract Percent Deticient Price Allowed Greater Than 0% -Not More Than 5% 95pereent Greater Than 5% -Not More Than 10% so percent Greater Than 10%-Not More Than
15% so percent GreaterThan 15% 60 percent or removed and replaced at the entire cost and expense of CO!m!Acro'as direeted byowNe•. The amount of penalty shall be deducted from payment
due to CON· TRAcroa; such penalty deducted is to defray the cost of extra maintenance:. These requirements are in addition to the requirements of Item 5.8.7.(2). The strength requirements
for structures and other concrete work are not altered by this special provision. No additional payment over the contract unit price shall be made for any pavement of strength exceeding
that required by plans andlor specifications. 5.8.7. MEASUREMENT AND PAYMENT: "Concrete Pavement" shall be measured by the square yard 1M') of eompleted and accepted pavement. The price
bid per square yard (M') for concrete reinforced pavement, as shown on the proposal, shall be full payment for furnishing and laying the reinforced concrete pavement, including the foundation
course, and for all lahor. eqUipment, materials. tools. and incidentals necessary to complete the work. Measurement for reinforced concrete pavement shall be by the square (Mi) measured
in its final position. The work performed and material furnisbed as prescribed by this item and measured as provided in this item shall be paid for at tbe unit -orice bid per square
yard (M') for concrete pavement, or the adjusted Jnit price for pavement of deficient thickness or deficient strength as provided under Pavement Thickness Test and Pavement Strength
Test, whieh price shall be fuil compensation for shaping and fine grading the roadbed. including furnishing and applying all water required; for furnishing, loading and unloRding; storing.
hauling and handling all cor.crete ingredients. including all freight and royalty involved; for mixing, placing. finishing and curing ail concrete; for furnishing and installing all
reinforcing steel; for furnishing all materials and placing longitudinal, warping, expansion, and eontraction joints, including all steel dowels, dowel capa and load transmission units
required, wire and devices for placing. holding and supporting the .teel bar. load transmission units, and joint filler material in the proper position; for coating steel bars where
required by the plans; for all manipUlations. labor. equipment. appliances, tools. traffic provisions and incidentals necessary to complete the work. 
I SENT BY: 􀁡􀁯􀁯􀁲􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀀭􀁾􀀠9-22-98 ;12:;J9PM ; HUIIT-ZOlLARS. (/\C. 􀁾􀀠972 450 26a7;# 51 5 IACI COMIoIII"I"EE
1lEP0IIT I 1 Tool>MODULUS OF RUPTURE 300 2,000 2,SOO 3,000 3,500 4,000 4,500 5,000 5,500 6,000 Compressive strength, fc (psi) 1-.,. 2.5-Flawttllt> 􀁣􀁾-,.,m relatiotullip U-'l'blcbc..
d.sip .2.6.1 BaN [tit' dtsi&n-Thldm<:>s deIigns for conacle ""vcmenlS are basod IIpOII studie«, mad tcsIS, and wrveis of pavcmcolll pcrfOrmAl1CC. n .. 11>051 t:I;IIIII2lODIy IU4ICI JDe1hods
arc the AASHTO Dc:sIgn Eqllilioa, 'Nbidl was developed from dBIa (fbtaiaed al the 􀁁􀁁􀁾􀁏Road TCIit, and lite Portland ("..,_t iUMldalion'. DuigR l'rocedlUe, whkh is ha.'led 010 the
rav_III', resistllllCC 10 faUpe and deO",io1I. Other methods h""" been _II, c-s., Ibe Brokaw Me1bcd,' which is bOllll:d 00 5lIf1/q1 of tbe perfOJm&DCe of plUI co=ete pa_ menls in lISe
lllrouplil Ihe mull)'. Who Ih_ desi&o _bods wore """eloped ro. analyzing and deroJipiIIg deroJipiIIg pave. mt:n1S for IIreelS Ind biCbwa)'$, IIIe resean:ll bchiad them h.. iDcIudcd Ibin
va_en!$, and lIIey COD toe IdCd for parki1lglot desigu. lbe diIl"creIIl ckIsi&n 􀁰􀁾give very similar 1IIlckJIc:s:sca. Mo... complete aplallalions of Ih_design procedula call toe fOWld
ill Appcadix A. 0:mc:eIe pavCll1ll1lls are _Illy ..if,... as pJaia Or reinfon:ed, dcpeDdlng 011 whelhl:l' or 1101 Ihe CORQ'Clc COli· lalm! disltibuled IIlm nillfOR>Old4I. Plain prvcmelIlS
may toe dMdcd illto IlIole willi Or wilhoIIlload II'lnUfcr devices lIthe joinlS. lhotc willi dwices are usvally nfemd 10 as plaindoweled pawmenlt. The desIp _Iboib Qled above c:u be
U>Cd for plain or nillfomd pa_ols since Ih. prese_ or lack of clilttibaled IIeeI reiofon:emerIl Iw 110 apifkallt effect 00 the Joad.can)'iDg c:apKi17 or lbil:ta.... The pre. iICIIce
or absem:e of diIIn"buled Sled 􀁾􀁴does a1Cea joipI deti,gn. Load trnsfer devic:u lIave a "air...."1 effect 011 pavClllellllhicbesl. but Ill.,. ate eoIIly and lIot tlOnnaUy U$Od ill
light dUly ""vemen,",. The difl'er""" .. be_n these types of pavculeDII are disalsscd ia $e(lionl2.7 _2.8. Thblcs 􀀲􀀮􀀶􀁜􀁾􀀩􀀠aad 2.6(b) bave 􀁾􀁡prepared 10 fadlitat" IIIe w",ion
of II' appropriate pavemenl thiclm_ for Ihe types of tralli<: and son mnditiollS most frequenlly eatoulllered ill parking loIS. 􀁔􀁾􀁢􀁬􀁣􀀠2.6(a) list. five dif{erent trall"lC ca\Cgories
raaging from enWely passenger con; DDd lighl tram, to bWIY lr1II:ks. Table 2.6(b) pesrcwlllmc:nded (:OO<let.. pavement Ihiotn...... for 12'Bc and .....nlIl1mbeD of uuclts per day In
rm: diIl"elCnl Intftic Cltegories and silt differenl cllegories of .uIlcrade IOIIppOI1, rangiDg ftom YeIY higb 10 10.... n. very lIlgb valnes am apply to Ireated 1Ubbases or CJlioIing
f1<X1'b1e r-I.11Ie levels of ""b£ntde support un be telated b!Ick to Table 2.4, wlJich Ils!s tbe c5limated SIIppmI value. for Ibe _ ""''''-Dly oceumn, suI>Ctade soiIlypeS. n" Ibiclu!.....,.
show.. ate \la$ed onll1Odull of I1IpflUe raaglng CrUIQ SOO 10 6!JO psi, wIJkb gD be COfrel.led 10 2lkIny comprasivc 􀀢􀀧􀁲􀁾􀁮􀁧􀁬􀁢􀁳􀀠"slugEq. (2-1). Ai'I'"""",,IC ..... <OIIIplOri»u _y mow Ihat Ihe Iowet sItcIIgIh COIlCI'ete IZW be justiIied in arell> wlJcre hcu·III.... .CJimDec Is 1101 importanL 11 P(JU14 be hOted 􀁾lbal
eha",..1n IIIOdlllus of rllplllrc do dI•• IIIe required eoncrele thicbAl or lbe t:apacily. A desIs-ohollld delCnl\me whellter il il IlIOre ..... ellGliYo 10 iII"_ strenglh or 1It1e1"",",
"'king inrn actOlIPI the other ben.1i15 of IIigh _,Ih. Table 2.6(b) can be used to assist the 􀁤􀁥􀀳􀁩􀀮􀁾􀀮􀁲􀀠ill 11115 dclcrmill,lIion. • .. I i I ., %.7in& Q)III ""'" Tof,l 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS CONCRETE INSPECTION AND FLEXURAL STRENGTH TEST REPORT 􀁶􀁾􀀠j (THIRD POINT LOADING) (; 􀁾􀀮􀁴􀀧􀀠CLIENT: PROJECT: REPORT
DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements 12103198 DC98-050-88 REPORT DISTRIBUTION: Ed Bell Construction -Doug Teter HuiH-ZoUars, Inc. -Kenneth Roberts, P.E.
Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi): 􀁟􀀭􀀬􀀶􀁾􀀵􀀻􀀮􀀺􀀰􀀬􀀭􀀭____ Slump (in.): 4 Air Content (%): --47 _"'6----Concrete Temp
(oF) 95 Tlcket#: 62653 Slump (In.): 􀁾􀀠,...' Cone. Temp. ('F): Placement Location:-, Remarks: Ticket#: Slump (in.): Cone. Temp. (OF): Placement Location: Remarks: --...:. Set # Beam
# Test Date 1 ARI112501 ARI112502 ARI112503 ARI112504 12/02198 12102/98 12123/98 12123/98 l (. 7 7 28 28 .us) 6540 6180 6900 6660 PROJECT DATA Placement Date: 11/25/98 Sampled By: Ed
Emanual Weather: Clear Supplier/Mix: LaHimore 'T#1 Time Sampled: ___.-::2,;.::1""8____ Unit Weight (pet): ___---,"""____ Yardage (c.y.): ___--'2;;.:0'--___ Time Sampled: Unit Weight
(pet): -------Yardage (c.y.): ________ . """T RESULTS • "STM C31, TESTED PER ASTM C78 Average Depth, D 6.10 6.05 6.10 6.10 􀁾􀀢􀀢􀀠Average Width, B 6.15 6.10 6.15 6.15 5&.>5 y" 81% 'b
Modulus of Notes Rupture (psi) 545 515 * • Does not meet specification f575 555 * .. Does not meet specIfication K; . • J .,u. A-,., oIJ. [)"""" 􀁾􀁲􀀠(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: Clsa, Cl43, C172, C231 Note: This report is for the exclusive use of the Clienl addressed. 􀁾. ;t: :E4'2?< N' ; RRA-MAR, INC.This report may not be
reproduced except in its entirety, without the written consent of TMI. Results apply only to above tesls. 
TOWN OF 􀁾􀁹􀁾􀀠, ADDIsoN r' PUBLIC WORKS To: 􀀨􀀲􀁨􀁲􀁴􀁴􀁊􀁾􀀠From: James C. Pierce,Jr.,P.E.,DEE Assistant City Engineer Company: €J. K1Jg 􀁾􀀠Phone: 972/450-2879 FAX: 972/450-2837
FAX#: 1-1'{ -'35"2..-"3 2£J I 16801 Westgrove Date: /1-/7-1r P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): .3 Re: Ampa.k tel 􀁾􀁔􀁩􀁤􀀭􀁾􀀠o Original in mail o Per
your request o FYI o Call me 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DALLAS FORT WORTH HOUSTON AUSTIN WNGVlEW LUBBOCK 11050 Ables Lane. Dallas. Texas 75229 Phone:972-488-8800 CONCRETE
CORE COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT #: Ed Bell Construction Arapaho Road Improvements 11104/98 DC98-050-83 REPORT DISTRIBUTION: Ed Bell Construction
-Doug Teter Huitt-Zollars, Inc. -Kenneth Robens, P.E. Town of Addison -James PielCe, P.E. Town of Addison -Dave Wilde PROJECT DATA Placement Date: na Drilled By: Mike Young/John Sullivan
Date Drilled: 10/29198 Moisture Condition at Time orTest: Dry Date Tested: 11102/98 Nominal Max. Size of Aggregate: Age at Test: na Design Strength (psi): CONCRETE COMPRESSION TEST RESULTS
CONCRETE CORED rN ACCORDANCE WITH ASTM C42, CURED (IF APPLICABLE) PER ASTM 01, TESTED PER ASTM 09, CAPPED PER ASTM C617 CORELD. CORE LENGTH (!D.) CAPPED LENGTB.L (!D.) DIAMETER I CUL)
DIAMETER 2 (!D.) AVERAGE DIAMETEJl.D (tn.) AREA (In') MAXIMUM LOAD (I"".) LED CORRECTION FACTOR CORRECTED STRENGTH (psi) 1 11.0 7.80 3.89 3.90 3.90 11.92 44020 2.00 1.00 3680 2 9.8 7.70
3.90 3.90 3.90 11.95 51180 1.97 1.00 4280 3 9.5 7.80 3.90 3.90 3.90 11.95 61160 2.00 1.00 5030 4 9.8 7.80 3.90 3.90 3.90 11.95 56380 2.00 l.00 4720 LOCATION OF DRILLED CORES CORELD.
LOCATION Easlend of A .hO, station 55+50 (core contains rebar) 1 West end ofArapaho, station 46+252 West end ofArapaho, station 4S+453 4 West end ofArapaho, station 44+50 Note: This
report is for the exclusive use of the Client addressed. This report may not be reproduced e"cept in its entirety, without the written consent ofTMI. Results apply only to above tests.
TERRA-MAR, INC. <-4 L :E'j22 􀀨􀁾􀀠
ARAPAHO ROAD CORE TEST RESULTS I R&R = Remove and Re lace Pavement Thickness = 10.0 inches. Pavement Compressive strength = 4,750 psi. Combined Percent , Percent Core Contract Contract
Strength Price Deficient Allowed Percent Price Allowed􀁾􀁩􀀡􀀠R&R 4280 3660 22.5% R&R 90 5030 9.9% 90 -5.9% 100 60 4720 1000.6% 100 
*************** -CDMM.JOURNAL-****************_ DATE 11-17-1998 ****** TIME 03:54PM ** P.1 MODE = TRANSMISSION START=11-17 03:53PM END=11-17 03:54PM NO. COM SPEED NO STATION NAME/PAGES
TELEPHDNE NO. 001 OK .. 92143523201 003 -Add ison Svc Ctr -Upstatl's***************************************C FAX-200 V2.17)*-972 450 2834-************ 
, 1'OWNOF ADDIsoN PUBLIC WORKS To: Rdu r-t-Wrt 6 rFrom: James C. Pierce,Jr.,P.E.,DEE Company: to( 1& 11 Qm:::d--. Assistant City Engineer Phone: 972/450-2879 FAX#: 1..14 -􀀳􀀻􀀭􀁾􀀭.3:;2£0/FAX:
972/450-2837 Date: II􀁾􀀠􀁉􀁄􀀭􀁪􀁾􀀠16801 Westgrove P.O. Box 9010 Addison, TX 75001-9010 # of pages (including cover): __ Re: A-vzt.pOlh 0 􀁾􀁾-9tA.V.fWlf(l,+ IhlcLYIe 5'5 􀁾􀀵􀀫􀁴􀁾􀀱􀀠D
Original in mail D Per your request D FYI D Call me Comments: 'FOr 􀁾r1vUfClSQS o-P--'1{lck)'lf'SS 1-:eS+t h7 T 􀁾􀀱􀁉􀁥􀀮􀀮􀀠dill 􀁊􀁾􀁊􀀠􀁴􀁬􀁵􀀭􀁊􀀶􀁾􀀠\n{, b I\LtYl l t<:, 1/crs
􀁾110<05 ! ' Li-St7:2. @EclwWl L.a.v,"" 'Dr/ve., Qk..chiP1..))n'"e. }J $5) Spe.c:fh,m Dr. , OYlt-' i}11c...k.ness ±e5+skIJ m h,k-t(\) f-n-ICtJ1e; , \􀀩􀀧􀁜􀁣􀁬􀁾􀀬(\'( 􀁾rn IGl (Ie '5)
',n t''l t.-k /;\ Y1 ,to. Tk lbC«.icM skll 􀁾􀀠Mled--eot oJ-flP1.ciom 􀁾P6tVl? 􀁌􀁊􀁬􀀧􀁬􀁯􀁬􀁾􀀴􀀠1"kL r-tt'I'lC{l'Ylc1.e r of-tf..z p(2)c.e--eoiu r e 5 hA. 􀁾􀀠1 be. t{ 'S 􀁾􀁲􀀠CDC-?yuc.
􀁾􀀧􀀶􀀮􀁾􀀬􀀠Cdres 􀁳􀁾􀀯􀀱􀀠6. H-L 
---------------------------------------------------------------------------------------------------------------------------------------------------------------------_._---------------------------_.
--------------------------_.------------_.__•.. _._------------------------------------------------------------------------_._---------------------------------------f ; .". --------------------------
----------------------------------..-. __.. ---------------------_.. _---------..--------------------------------------------.... --
-." ' ********--aJMM.JOURNAL-******************** DATE 11-1121-1998 _ TIME 03:33PM ** P.1 MODE TRANSMISSION 􀁓􀁔􀁁􀁒􀁔􀁾􀀱􀀱􀀭􀀱􀀱􀀲􀀱􀀠03:29PM 􀁾􀀱􀀱􀀭􀀱􀀱􀀲􀀱􀀠03:33PM m. STATION NA!'E/TELEPHONE
NO. 001 OK iii 92143523201 -Addison Svc Ctr -upstairs"Y72 450 2834_ 
TERRA-MAR, INC. GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS DAILAS FORTWORTH HOUSTON AUSTIN LONGVIEW LUBBOCK JI050Abies Lane, Dallas, Texas 75229 Phone:972-488-8800 CONCRETE CORE
COMPRESSION TEST REPORT CLIENT: PROJECT: REPORT DATE: TMI REPORT II: Ed Bell Construction Arapaho Road Improvements 1lI04/98 DC98"()50-83 REPORT DISTRIBUTION: Ed Bell Construction -Doug
Teter Huitt-Zollars, Inc. -Kenneth Roberts, P.E. Town ofAddison -James Pierce, P.E. Town ofAddison -Dave Wilde PROJECT DATA Placement Date: na Drilled By: Mike YounglJohn Sullivan Date
Drilled: 10129/98 Moisture Condition at Time of Test: Dry Date Tested: 11102198 Nominal MaL Size of Aggregate: Age at Test: na Design Strength (psi): CONCRETE COMPRESSION TEST RESULTS
CONCRETE CORED IN ACCORDANCE WITH ASTM C42, CURED (IF APPLICABLE) PER ASTM CJl, TESTED PER ASTM 09, CAPPED PERASTM C617 CORELl). CORE LENGTH (In.) CAPPED LENGTH,L (In.) I)IAMETER 1 (In.)
DIAMETER 2 (In.) AVERAGE DIAMETER, I) (In.) AREA (ln1 MAXIMUM LOAD (lbo.) I.JI) CORRECTION FACTOR CORRECTED STRENGTH (""I) 1 11.0 7.80 3.89 3.90 3.90 11.92 44020 2.00 1.00 3680 2 9.8
7.70 3.90 3.90 3.90 11.95 51180 1.97 1.00 4280 3 9.5 7.80 3.90 3.90 3.90 11.95 61160 2.00 1.00 5030 4 9.8 7.80 3.90 3.90 3.90 11.95 56380 2.00 l.00 4720 LOCATION OF DRILLED CORES COREW.
LOCATION 1 East end ofArapaho, station 55+50 (core contains n:bar) 2 West end of Aranaho station 46+25 3 West end of A '''0 station 45+45 4 West end ofArapaho, station 44+.50 Note: This
report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entirety, ",ithout the written consent ofTMI. Results apply only to above tests.
TERRA-MAR, INC. 4< L ;[¢!. 1'9 
ARAPAHO ROAD CORE TEST RESULTS L I I Pavement Thickness =10.0 inches. Pavement Compressive Strength = 4,750 psi. R&R =Remove and Replace Combined Percent Percent Percent Core Contract
Core Contract Contract Length Deficiency Price Strength Percent Price Price Core I (inches) (Inches) Allowed (psi) Deficient Allowed Allowed 1 11 0 100 3680 22.5% R&R R&R 2 9.8 0.2 100
4280 9.9% 90 90 3 9.5 0.5 60 5030 -5.9% 100 60 4 9.8 0.2 100 4720 0.6% 100 100 
ARAPAHO ROAD CORE TEST RESULTS Pavement Thickness = 􀀱􀁣􀀻􀀻􀀰􀁣􀀧􀀻􀀮􀀰􀀻􀀿􀀧􀀻􀀢􀁩􀁮􀁃􀀺􀁣􀁩􀁨􀁥􀀺􀀢􀁳􀀺􀀽􀀧􀀮􀀢􀀧􀀻􀁐􀁾􀁡􀁾􀁶􀀭􀀭􀀺􀁥􀀢􀀧􀁭􀁣􀀭􀁥􀀧􀀺􀀭􀀺􀁮􀀺􀀭􀀡􀁣􀁴􀀭􀀻􀀻􀀺􀁣􀀺􀀭􀀺􀀺􀁯􀀭􀀽􀁭􀀺􀁃�
�􀁰􀀺􀁃􀀺􀁲􀁥􀀢􀀢􀁓􀁓􀀺􀀺􀀭􀀺􀂱􀁩􀁶􀁃􀁃􀁥􀁃􀁃􀁓􀁴􀀽􀁲􀁥􀀺􀁃􀀺􀁮􀀺􀁃􀀺􀁧􀀧􀀢􀁴􀁨􀁬􀀺􀀭􀀽􀀽􀀭􀀻􀀴􀀢􀀬7:;;S=;0;cps=i.t----I R&R = Remove and Replace Combined Percent Percent Percenl Core
Contract Contract Siren h Percent Price Price (psi) Deficient Allowed Allowed 3680 22.5% R&R R&R 4280 9.9% 90 90 S030 -5.9% 100 60 4720 0.6% 100 100 Contract , . 
JJ-{JU--:; f' 􀁾􀀭􀁾􀀷􀁾􀀠/.::5 I 􀁾􀁩#-'L 􀁾􀀠􀀧􀁦􀀮􀁾􀁦􀀭􀀧􀀲􀀮􀀮􀀧􀁓􀀠t/b 1-10 if&,. f-e-fo 􀁾􀁾􀀠 
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: 10/0S/98 Huitt-Zollars, Inc. -Kenneth Roberts, P.E. TMI REPORT #: DC98-0S0-70 Town of Addison -James Pierce, P.E. Town of Addison -Dave Wilde SPECIFICATIONS Strength (psi):
􀁟􀁾􀀶􀀺􀀺􀀺􀀺􀁓􀀻􀀮􀀰􀀺􀀭___ Slump (in.): 3 +/-1 Air Content (%): -.::;S=-'--'-:8,;----Concrete Temp ("F) na PROJECT DATA Placement Date: . 09/04/98 Sampled By: Ed Emanuel Weather:
Sunny Supplier/Mix: Ed Bell Construction FIELD DATASET #1 Ticket #: 14318 Time Batched:_-,0:;9",:4",5=--_ Time Sampled: 9:55 Unit Weight (pct): -----"n:..:a..::....--Slump (in.): 2.00
Air Content: 3.8-......:::::--Conc. Temp. ("F): 91 Ambient Temp. 􀀨􀀢􀁆􀀩􀀺􀀻􀀬􀀭􀀺􀀭􀀻􀁾􀀹􀀺􀀮􀀮􀀺􀀷__ Yardage (c.y.): ___--'1.::26=---___ Placement Location: Paving at Arapaho Road,
station 46+25 Remarks: FIELD DATASET #2 Ticket #: 14323 Time Batched: 11 :00 Time Sampled: 11 :22 Slump (in.): Air Content: 3.8 Unit Weight (pct): ---....:...:n::'a=----Conc. Temp. ("F):
98 Ambient Temp. ("F): 98 Yardage (c.y.): ___--'1.:..7.:..1____ Placement Location: Paving at Arapaho Road, station 45+4S 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 ARI090401 ARI090402 ARI090403
ARI090404 09/11/98 09/11/98 10/02198 10/02198 7 7 28 28 6120 5820 7560 7440 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 510 485 630 620 * * Does not meet specification •• Does not meet specification
2 . ARI09040S ARI090406 ARI090407 ARI090408 09/11/98 09/11/98 10/02198 10/02198 7 7 28 28 4680 5640 7020 6780 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 390 470 S8S 565 * * Does not meet
specification * * Does not meet specification (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 > TERRA-MAR, INC. 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 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 Batehed: 13:40 Time Sampled: 14:08 Slump
(in.): 3.50 Air Content: 4.0 Unit Weight (pcf): na Cone. Temp. ("F): 94 Ambient Temp. (oF): 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 (pet): ---------Conc. Temp. CF): 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 Modulus of (Days) (lbs)
Depth, D Width, B Rupture (psi) Notes 3 ARI090409 ARI090410 ARI090411 ARI090412 09/11/98 09/11/98 10/02198 10/02198 7 7 28 28 6540 5100 7380 6960 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00
545 425 615 580 • • Does not meet specification • • Does not meet specification 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 SPECIFICA TlONS UNLESS INDICATED IN NOTES. (4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Cl38, Cl43, C172, 0231 Note: This
report is for the exclusive use of the Client addressed. This report may not be reproduced except in its entiraty, without the written consent of TMI. Results apply onlv to above tests.