" -"' z p 􀁾􀀠w 8 tv z ::E ' o ! g I 51 􀁾􀀠 o II 
·' CONCRETE BEAMS TEST REPORT 􀁬􀀨􀀢􀁾􀁾􀀮􀀠Addison, TeXJIS Subcontract Number Report Number OO..() 1739 Clieut NamelAdd .....XIT Pavmg Garland, TeXJIS Contact Lynn James 1\1""-Tek Project
Number-051-a 􀁓􀁡􀁭􀁰􀁾􀁾􀁮Date Report Date 10-31-00 􀁓􀁾􀁾􀁌􀀼􀀩􀁣􀁡􀁾􀁣􀁾􀁮􀁣􀁲􀁥􀁊􀁴􀁾􀁮􀁴en stnp 0 est oun 120' east ofwest 􀁆􀁃􀁥􀁾TMJ'nlcl,-p. as gton .Palmer Concrete Supplier/Address
Plant 􀁔􀁾􀀧􀁴􀁎􀁯􀀮􀀮􀀠􀁔􀁾􀁲􀁦􀁬􀁦􀁾􀁾􀀠TYlle;)􀁾􀁡􀁭􀁰􀁬􀁥􀁤am i 􀁔􀁾􀀲􀁾􀁴􀁣􀁢􀁥􀁤􀀠M,MLD. 􀁃􀀧􀁂􀁾􀀺􀀺􀁊􀁳􀀢􀁭􀁰􀀮􀀠􀁁􀁪􀁩􀁾􀁾􀀠Wc::.;rr Conditions Materials Cement Coane Aggregate
Intermediate Aggregate Fine Aggregate Admlxture E.r.!r.ed Air WaterAdded? Yes or No Quantity Comments Cured Specimen Defect.: Leather Shims Used Only on tbe FoHowiag Sp""imens: Curing
Metbod: Test Method:ASTM C-31, C-78 Span Lengtb Lab. T""bnician , C-143, C-192 &; C-231Lime SaIIlrated Curing Tank 18 inches Specimen Modnlus of : Speclf'red Strengtb Age Date Shunp
ITotal Load Ave. Depth Avg. Width (days) Tested (roches) (Ibs) Rupture (psi)No.. (roches) ((roches)I ! 􀀨􀁾􀁉􀀧􀁉􀀠5786a 7 10-2 4 3/4 6.01" 458 6505500 6.01" b 10-23 6.00" 6.00" 660800028
ReriewedBy:.______􀁾􀁾􀁾__________ MAS-TEK Engineering & Assoc., Inc 2550 Becldeymeade, Snlte 105, Dallas, Texs 75237 (ph) 9721709-7384 (fax) 972-709-7385 
COntbRETE BEAMS TEST RE ...ORT 􀁾􀁾􀀢􀁅􀀧􀀮􀀠Addison, Texas Subcontract Number Report Number 00-01734 Client NameiAddressXIT Paving Contact LYJl1l James Garland, Texas 􀁾􀀭􀁔􀁥􀁫Project
Number Report Date 0 00Sampl'l1S'Y!won Date 1 -31-051-a 􀀱􀁊􀀮􀀡􀁾􀁤􀀠Teelinkian􀁓􀁾􀁲􀀺􀁬􀁁􀁉􀁣􀁡􀁵􀁲􀀮􀁮􀀯􀁊􀁩􀀬􀀰􀁮􀁣􀁲􀁥􀀮􀁲􀁾􀁾􀁦􀁾􀁾􀀠fstrtp, es onn east 0 west • a1mer CfncfOte
Supplier/Address attimore Plant Ticket No.Truck No. 􀁔􀁷􀁥􀁾􀁡􀁴􀁣􀁢􀁥􀁤􀀠􀁍􀁾􀁌􀁄􀀮TTl"1:3􀁾􀁡􀁭􀁰􀁬􀁥􀁤am :0 am W<!::.,tt"'r Conditions􀁃􀀹􀁾􀀧􀁩􀁦􀀺􀀺􀁊􀀺􀁭􀁰􀀮􀀠􀁁􀁩􀀡􀀴􀁾􀁾􀀠Materials
Cement Coarse Aggregate IntermedIate Aggregate Fine Aggregate Admixture E,M%alned Air Water Added? Yes or No Quantity Comments Cured Specimen Defects: Leather Shims Used Only on the
Following Specimens: Curing Metbod: Test Method:ASTMCoSl, C-7B Span Length Lab. TechnlcianI Lime Saturated Curing Tank C-143, G192 & G231 18lnche. Modulus of i SpecifiedSpecimen Age
TotaILoad Ave. Depth Avg. WidthDate I Slump StrengthNo. (days) Tested I (Inches) (lb,) (Inches) (Inches) Rupture (p.i) t ••" 8755a 7 10-2 5 6.00" 6.00" 6504000 330 10-23b 28 8500 6.00"
6.00" 710 Reviewed BY:___􀀮􀀮􀁉􀀮􀀮􀀨􀁙􀁝􀀿􀀩􀀭􀀭􀀧􀁾􀀧􀀭􀀭____ MAS· TEK Engineering & Assoc., Inc 2SSO Beckleymeade,Sulte 105, Dallas, Texas 75237 (ph) 9721709·7384 (fax) 972·709·7385

CONCRETE BEAMS TEST REPORT 􀁾􀁾􀀺􀁾􀀮􀀠Addison, Texas Subcontract Number ReportNumber 00-01740 i Client Name! AddressXlT Paving Contaet Lynn James Garland, Texas lI1:tl'5TekProject Number
Sample 􀁃􀁾􀁯􀁮Date : Report Date 10.31-009·2 •. 51·" 􀁓􀁾􀁰􀁬􀀮􀁾􀁴􀁩􀁯􀁮􀁬􀁦􀁯􀁮􀁥􀁲􀁥􀁾Plaeement 􀀱􀀩􀀩􀀮􀁾􀀠􀁔􀁾􀁨􀁮􀁩􀁣􀁩􀁡􀁮avmg, east 0 west en . apo eon Cf3:crete Supplier/Address
tl!more PJant 􀁔􀁾􀁴􀁎􀁯􀀮􀀠Ti;J.:etNo. 􀁔􀁾􀁾􀀴􀁾􀁾􀁰􀁬􀁥􀁤􀀠CmtCJ::J,:'mp• 􀁔􀁦􀁬􀁾􀀲􀁈􀁾􀁨􀁥􀁤􀀠􀁁􀁦􀀵􀀱􀁊􀁩􀀬􀁾􀁳􀀠􀁾􀁌􀁄􀀮􀀠􀁗􀀭􀂣􀁉􀁬􀁾􀁲ConditiollS Materials Cement Coarse Aggregate
Intermediate Aggregate FIne Aggregate Admixture 􀁅􀁬􀁾􀁲􀁥􀁤􀁁􀁩􀁲􀀠Water Added? Yes or No Quantity 5 gals Comments Cured Specimen Def....: Leather Shbn. Used Only on the Following Spechnens:
. , Curing Method, i Test Metbod,AS1M C·31, C·78 Span Length Lab. Technlclan Lime Saturated Curing Tank I C-143, C-192 & C-Z31 I 18 incbes Age I Date SpecI!iedSlumpSpecimen Total Load
Ave. Depth Avg. Width Modnlusof Strength(days)No. Tested ('mebes) (lbs) ('mebes) ((incbes) Rupture (psi) 􀁻􀀢􀀧􀀢􀁾􀀠5754a 7 9-29 6112 6.00" 6.00" 483 6!'i05800 28 10-20 654b 7850 6.00"
6.00" Reviewed By, __--'@>--==--_____ MAS·TEK Engineering & Assoc., Inc 2550 Becldeymeade, Suite 105, DaHas, Texas 75237 (pb) 972n09-7384 (fax) 972·709-7385 
CONCRETE BEAMS ·rEST REPORT 􀁾􀁾􀀠Addisoll, Texas Subcontract Number Report Number 00-0 I 722 ClIent NameiAddressXIT Paving Contact L}'DI1 James Garland, Texas ,as-IekProject Number
Sample 􀁃􀁾􀀧􀀤􀁩􀁦􀀧􀀰􀁮􀀠Date Report Date 10-30-00-05 -a 9-1 􀁓􀁬􀀡􀀺􀁲􀀮􀁉􀁥􀁾􀁡􀁴􀁊􀁯􀁊􀁬􀀨􀁦􀀮􀀰􀁮􀀧􀁩􀁦􀁬􀁩􀁴􀁥Placement en er e, no oun m curve 􀁗􀁾􀁾􀀠i 􀁃􀁾􀁮􀁣􀁲􀁥􀁴􀁥Supplier/Addressattuno
re 1j!ant 􀁮􀁴􀁦􀁦􀀡􀁾􀀧􀀡􀀢􀀠Time Sampled M,fflLD. 􀁾􀁥􀁲Conditions􀁃􀁾􀁔􀁥􀀧􀀻􀁊􀀺􀁭􀁰􀀮􀀠01 􀁔􀁾􀁴􀁎􀁯􀀮􀀠TIlDe Batched 􀁾􀀲􀁾􀁾􀀠Materials Cement Coane Aggregate intermediate Aggregate
Fine Aggregate AdmWure EredAir 􀁾􀀠Water Added? Yes orNo Quantity 5 gals Comments Cured Specimen Defects: Leather Shims Used Only on the FoUowing Specimens: Curing Method: , Test Method:ASTM
C-31, C-78 Span Length Lab. Technician Lime Saturated Curing Tanir. C-143, C-191 & C-131 18 inches SpecifiedSlump Avg. WidthTotatLoad Ave. Depth Modulus ofSpecimen I Age I Date SlrengtbNo.
: (days) Tested (inches) (lbs) (mches) Rupture (psi)emches) 􀁻􀁾􀁉􀁜􀀠5752a 7 9-26 516 6504 1/4 6200 6.00"6.01" b 28 10-17 8000 6.00" 666 6506.00" ReneWedBy:______􀁾􀀨􀁙􀁝􀁦􀀿􀀩􀁾􀁾􀁌􀁟_________
MAs-TEKEnginecring & Assoo.,lnc 2550 Beckleymeade. Sldte 105, DuIlas, Texas 75237 (ph) 972n09-7384 (fax) 972-709-7385 
P.02 OCT-30-ea 01:12 PH CONCRETE BEAMS TEST REPORT 􀁾􀁾􀀠Addison, Texas Subeo!ltraet Number IIeportNumber 00.{J141S ClIeIIt N_elAddreosXIT Paving COlltllrl Lynn Janres Garland, Texas
􀁬􀁴􀁦􀁾􀁔􀁾􀀺ProJed Number Report Dlte 10-19-00􀁓􀁟􀁰􀁾􀁓􀁾􀁄􀁡􀁴􀁥􀀠􀁾􀁻􀁉􀀩Tedmklan􀁾􀁵􀀦􀁴􀀱􀁾􀁾􀁃􀁾􀁥􀁾• yall Conerete SlIpplierlAddress -';l0ll1 T'i'MNo. 􀁾􀁭􀁾􀀠MisL».􀁾􀁾􀁴􀁥􀁢􀁥􀁤Tf.e!.::upl
ed AIr Temp. 􀁾􀁦􀁨􀁥􀁲COIIdltioDl'1rc:g....p· Materlab Cement Intermediate Auregate COlrse Aggregate EntraIned Air Flue Aggregate Admb:ture Wlter Added! Y"" or No Quantity Commebts
Cured Speclmell Defeds: uatber Shims Used ODllob tbe Followz S.,..,lmeu, Curlug Metbod, Span lA!bgtbTest Metbod:ASTM C·SI, C-78 Lab. Tecbbklan Lim. SIItM_dClll'ing TMk C-NS, c-n2 & C-2SI
111 ibcb"" S'podIIodModulus ofSpeclmeb Age Date Avg. WldtbAve-DeptbSlump Total Load SlrengtllNo. (days) (lbcbes) Rupture (p'!)Tested (lbcbes)(lbo)(lucb"") (nd'\ 650S58 b 6.00"5660. 7
8-19 6700 6.00"3 617 c ii.OO"9-9 6.00"28 7400 654ii.OO"67 10-18 6.00"7850 lIevlewedB1'__􀀭􀀭􀀮􀀮􀀮􀀺􀁀􀁾􀀽􀁟􀀭􀀭MAS-UK EDglIIeerIDg .. Assoc., Inc 15!!11 Becldeymeaa..Suite 105, Dallas,
TUB 75237 (ph) 9721109-7384 (1'0) 972-709·7385 
CONCRETE BEAMS TEST REPORT 􀁾􀁾􀁾􀀮􀀠Ad.di.soll, Texas Subcontract Number Report Number 00-01418 CUent NameJAddres,XIT Paving Garland, Texas Contact L:ynnJames 􀁾􀀺􀀡􀁦􀀺􀀭fek ProjectNumber
-:; -a 􀁓􀁡􀁭􀁐􀁜􀀧􀁬􀁾􀁮Date Date 10-19-00 􀁾􀁵􀁲􀀮􀀱􀀮􀀧􀁩􀀠􀁬􀁗􀁾􀀧􀁴􀀮􀁦􀀮􀀺􀀺􀀺􀀮􀁣􀁲􀁲􀀮􀀺􀁯􀁴􀁬􀁡􀁣􀁥􀁭􀁥􀁮􀁴􀀠F<,:el,\\ Teclmlclan . yatt Concrete Supplier! Addres. t;!ant 􀁔􀁉􀁔􀀧􀁾􀁎􀁯􀀮􀀠�
�􀁾􀁾􀁦􀁏􀁬􀁾􀀠Tlr:'!!a::"Pled 􀁔􀁾􀁂􀁡􀁴􀁥􀁢􀁥􀁤􀀠: Oam MiltLD. 􀁃􀂧􀁾􀁾􀁊􀁊􀁳􀁥􀁭􀁰􀀮􀀠Air Temp. Wgather Conditions 01 Material. Cement Coarse Aggregate Intermedlate Aggregate Fine
Aggregate Admixture Entrained Air Water Added? Yes or No Quantity Comment. Cured Specimen Defects: Leather Shim. Used Only on the Following Specimens: Curing Method: I T••tMethod:ASTM
C-31, C-78 Span Length Lab. Technician Lime Saturated Curing Tank C-143, C-192 & C-231 18 inch •• Specimen' Age Date Slump TotaiLood No. I (day.) Tested (inche.) (lb.) 5660a I s::i9
3 6700 b 28 9-9 7400 c 67 10-18 7850 Ave. Depth Avg. Width Modnlusof Specified (inebes) (inches) Rupture (psI) Strength (.oil 6.00" 6.00" 558 650 6.00" 6.00" 617 6.00" 6.00" 654 Reviewed
By, ___......:C'1A>.......>==-_____ MAS-TEK Engineering & Assoo., In. 2550 Beekleymeade, Suite 105, Dallas, Texas 75237 (ph) 9721709-7384 ((8) 972-709-7385 
CONCRETE BEAMS TEST REPORT 􀁬􀀨􀀺􀁤􀀳􀁾􀀺􀁾􀀮􀀠Addison, TX Subcontract Number ReportNumber 00-01517 Client NameJAddre •• X1T Paving Contact Lynn James llving, TX 􀁬􀁜􀀧􀁦􀁾􀀵􀁉􀁾􀁡􀁫Project
Number Sample 􀁾􀁯􀁕􀁷􀁯􀁮Date9-9Report Date 9.28-00 􀁓􀁾􀁣􀁬􀁥􀁬􀁴􀀮􀀭􀀧􀁾􀁾􀁃􀀧􀁬􀁦􀀧􀀺􀁩􀁲􀁴􀀺􀁴􀁥Placement ener 1 • 000 m urve 􀁾􀁾􀁾􀁊􀁮􀁾􀁮􀁬􀁣􀁬􀁡􀁮􀀠􀁣􀁲􀀽􀁾􀁗􀁬􀁁􀁩􀁾􀁤􀁤􀁲􀁥••
PJant 􀁔􀀡􀁩􀀧􀀺􀁉􀁾􀁫􀀠No. ! Tll'r.fH'Ji'5' Time Sampled Time Batcbed 􀁾􀁌􀁄􀀮􀀠􀁃􀁾􀀸􀀢􀁊􀀺􀀻􀁊􀀺􀁭􀁰􀀭􀁾􀁩􀁾􀀧􀁩􀀬􀁾􀀠􀁗􀁾􀁴􀁢􀁥􀁲Condition. Materials Cement I Coarse Aggregate Intermediate
Aggregate Fine Aggregate I Admixture 􀁅􀀡􀀮􀁾􀁲􀁥􀁤􀁁􀁉􀁲􀀠Water Added? Yes or No I Quantity 5 gals Comments Cured Specimen Defect.: Leatber Sbim. Used Ouly on tbe FoUowinl! Specimens:
Curing Method: Lime Stdurated Curing Tank Test Metbod,ASTM C·3I, C-78 C·143, C-192 & C-231 Span Lengtb 18 inobe. Lab. Tecbnlcian Specimen i No. Age (days) Date Tested Slump (incbes)
Total Load I Ave. Deptb Qb.) ('mche.) i Avg.Widtb ('mcbes) ModulWlof Rupture (psi) Specified Strength I .... 5752a 7 9·26 4.25 6200 6.01" 6.00" 516 650 b 28 10·17 650 Reviewed BY'____W"-==--____
MAS-TEKEngineering&Assoc.,Inc 9050 Antobahn, Suite 400, DaHas, Texas 75237 (ph) 972f109-7384 (fax) 972·709-7385 
57518 CONCRETE BEAMS TEST REPORT 􀁾􀁾􀁊􀁬􀁾􀀠Addison. TX Subcontnet Number Report Number 00-01466 Client NamelAdd...,.sXlT Paving Gflrland, IX Contaet Lynn James 􀁾􀂷􀁉􀁥􀁫􀁐􀁲􀁯􀁪􀁥􀁥􀁴Number
-5 -a 􀁳􀁡􀁭􀁰􀁬􀀧􀁜􀁬􀁾􀀧􀀡􀁬􀁾􀁯􀁮Date Report Date 9-28-00 􀁓􀁾􀁧􀀡􀁮􀁾􀁾􀁾􀁾􀁯􀀮􀀺􀀮􀁣􀁾􀀡􀁬􀁡􀁥􀁥􀁭􀁥􀁮􀁴􀀠􀁾􀁾􀁗􀀮􀀮􀁴􀀬􀁾􀁢􀁮􀁩􀁣􀁩􀁡􀁮􀀠􀁃􀁾􀀽􀁾􀁾􀁕􀁦􀀽􀁾􀁤􀁤􀁲􀁥􀁳􀁳􀀠PJ....t
􀁔􀁾􀁴􀁎􀁯􀀮􀀠􀁔􀁾􀁲􀀺􀁦􀀡􀀱􀀡􀀧􀁬􀀾􀀠􀀱􀁗􀁾􀁰􀁬􀁥􀁤􀀠Tr,t!a:.tehed 􀁍􀀴􀁾􀁌􀁄􀀮􀀠􀁃􀂧􀀲􀁾􀁥􀁲􀁊􀀺􀁭􀁰􀀮􀀠􀁁􀁴􀀵􀁾􀁾􀁓􀀠􀁗􀁾􀁾􀁲Conditions Materials Cement Coarse Aggregate Intermediate
Aggregate Fine Aggregate Admixture EfAwnedAir Water Added? Yes or No Qu .... tIty 20 Gal Comments Cured Sp..imen Defects: Leather Shims Used Only on the FoUowing Sp..imens: Curing Method:
Test Method:ASTMC-31, C-78 Span Lengtb Lab. T ..bnici .... Lime Saturated Curing Tank C-U3, C-192 & C-231 18in.hes specirIedSpecimen Ave. Depth Age I Date I Slump Total Load Avg. Widtb
Modulus of SlrengthNo_ (days) Tested (incbes) (lbs) (incbe.) (incbes) Rupture (psi) (._n 2 9-21 4.5 5150 6.01" 6.0" 430 650 h 28 10-17 650 Reviewed 􀁂􀁙􀀺􀁾___􀀰􀀱􀁬􀁢􀁬􀀮􀀮􀀮􀀭􀀧􀁉􀀬􀁁􀀮􀁾_____
MAS-TEKEngineering & A.soc., Inc 9050 Autobahn, Snlte 41)0, DaUruJ, TexruJ 75237 (pb) 9721709-7384 (fax) 972-709-7385 
CONCRETE BEAMS TEST REPORT 􀁾􀁾􀁾􀀮􀀦􀀧􀁫􀁾􀀠Addison, Texas Subcontract Number ReportNumber 00-01462 Client NameiAddressXIT Paving Garland, Texas Contact Lynn James , .....IekProject
Number-05 -a 􀁓􀁡􀁭􀁰􀀧􀀧􀁩􀁳􀀭􀁬􀁾􀁾􀁮􀀠Date Report Date 009-28􀁾􀁧􀀬􀁾􀁹􀁊􀁽􀀾􀁾􀁾􀁩􀁊􀀧􀁴􀁾􀁥􀁮􀁴􀀠􀁆􀁴􀁥􀁾Technician . yatt 􀁃􀁾􀁮􀁣􀁲􀁥􀁴􀁥Supplier/Addressattnnore P,Jant 􀁔􀁾􀁫􀁎􀁯􀀮􀀠T!ff'rMl,
􀁾􀁓􀁡􀁭􀁰􀁬􀁥􀁤:45am Tlf:J Batched : Oam MhLD. 􀁃􀂧􀁾􀁣􀁊􀁩􀀺􀁊􀀺􀀢􀀧􀁐􀀧􀀠􀀢􀁴􀀳􀀱􀀬􀁪􀀧􀁩􀀬􀁾􀀠"'l:fother Condition. ot Materials Cement Coarse Aggregate Intermediate Aggregate Fme
Aggregate Admixture Entrained .Air Water Added? Yes orNo Quantity Comments Cured Speeimen Defects: Leather Shim. Used Only on the Followinl!: Spe<imens! Curing Method! Test Method:ASTM
C-31, C-78 I Span Length Lab. Teehnician Lime Saturated Curing Tank C-143, C-192 & C-231 18 inches Specimen Age Date Slump Total Load No. (days) Tested (inches) Qbs) 5661a 7 8-25 3 6100
b 7 8-25 6450 c 14 9-1 6500 d 14 9-1 7500 e 28 9-15 8060 f 28 9-15 7950 Ave. Depth Avg. Width Modulus of Speciired (mches) (inches) Rupture (psi) SIre.ngth 􀀨􀁾􀁮􀀠6.01" 6.00" 510 650
6.00" 6.00" 540 6.06" 6.00" 540 6.00" 6.00" 625 6.00" 6.00" 667 6.00" 6.00" 663 Reviewed BY'___@>---'-"'--______ MAS-TEK Engineering & Assoo.,Inc 2550 Becldeymeade, Suite lOS, D .....Texas
75237 (ph) 9721709-7384 (fax) 972-709-7385 
FIELD COMPACTION TEST i I Project Name Landmark Dr. Addison, TX Client NamoJAddress Client Contact XITPaving LynnIames Garland, TX Subcontraet Number Report Number 00·01512 Mas-TekNo.
7"()51·. i Test Date 9·5·00 Report Date 9·27"()o Test Procedure ASlM 2922,3017 Tecb.o.iciaJl I. Hawthorne Test I Unit Dry Weight T Moisture Content Comments No. Sampl" Description Curve
No.· Maximul Field Outlmum I Field (see bermv) 1 Ok gray clay. lmtrd -91.6 97.7 27.2 285 9SWo.l , I i I i I I I i , I i Test ITest Lo<ation I RemarksNo. , 1 Landmark Dr. West BoundINorth
Bound Lane @Ditch , I . I i CO!l1IIlents: 1. Unit Dry Weight and Moisture Content comply willi specification 2. Unit Dry Weight does not comply with specification 3. Moisture Content
does not comply with specification 4. Retest 5. Approved By Others. MAS-TEK Engineering & Assoc" Inc. Reviewed By: SHAWN e, 􀁰􀁾􀁹E.I.T. 9050 Autobahn, Suite 400, Dallas, TX 75237 MATERIALS
COORDINATOR (phI 9721709-7384 (fax) 9721709-7385 
FIELD COMPACTION TEST Project Name L""dmar.k Dr. Addison, IX Client Name! Address CHentCon_ XITPaving Lynn James Gorland,TX Subcontract Number : Report Number 000{) 1511 M....TekNo.
7o{)51-a ITest Date 9-1-00 Report Date 9-27·00 Test Procedure ASTM 2922.3017 Teclmician J.Hawthorne I MOilltllj Content i Comments.1 Unit Dry Weight Test T Sample Description Curve No..
Muimu I FieldNo. Optimum Field (.ee below) : 1 "I Dk bm clay wlls fragements I 1O(j+"16,190.5 104.7 i 23.5 23.8 . ,i ! , . I I i . . i i I I I I I I I ! T.st IT""t Location t RemarksNo.
Landmark Dr. North Bound1 . i I i I Comments: 1. Unit Thy Weight ""d Moisture Content comply with specillcation 2. Unit Thy Weight does not comply with specillcatioll 3. Moisture Content
does not comply with specillcatioll 4. Retest 5. Approved By Others. MAS-TEK Engineering & Assoc., Inc. Reviewed By: SHAWN S. PEATROWSK'f E.I.T. 9050 Autobahn, Suite 400, Dallas, TX
75237 MATERIALS COORDINATOR (ph) 9721709-7384 (fax) 9721709-7385 
CONCRETE BEAMS TEST REPORT 􀁬􀀨􀀺􀁪􀁾􀁾􀁾􀀮􀀠Addison, TX Subcontnu:t NUlDber Report Number 00-01423 Client NameiAddressXIT Paving Contact Lynn James Garland, TX l¥f:....-Tek Project
Number i Sample 􀁃􀀧􀁉􀁬􀁾􀁯􀁮􀀠Date Report Date 9-26..(lO..(l51-. I 8-1 Sp:g1e 􀁾􀁲􀁲􀁉􀁬􀁬􀁃􀀰􀁦􀀮􀁣􀁲􀁥􀁊􀀢PJ""elDent 􀁆􀁥􀀺􀁾􀁔􀁥􀁣􀁨􀁮􀁩􀁤􀁡􀁮􀀠av g, 􀁾􀀠om.en . yat! 􀁃􀁾􀁮􀁣􀁲􀁥􀁴􀁥􀀠􀁓􀁴􀁾􀁾�
�􀁩􀁥􀁾􀁕􀁣􀀧􀁬􀁍􀁮altmlore [en c ey, TX 75070 PJant I 􀁔􀀧􀁩􀀧􀀳􀁾􀁎􀁯􀀮􀀠I 􀁔􀁬􀁣􀀶􀀧􀁦􀁾􀁲􀁯􀁯􀀬i 9 34 T'ffle 􀁾􀁡􀁭􀁰􀁬􀁥􀁤􀀠􀁔􀁾􀁥􀁂􀁡􀁴􀁣􀁨􀁥􀁤􀀠I MixLD_:Oam :40am C§gcc:J.emp•
􀁁􀁾􀀬􀁾􀁥􀁬􀁄􀁰􀀬􀀠I 􀁗􀁉􀁦􀁯􀁾􀁥􀁲􀀠Conditions :> el!I'ees Materials CW1!Ij. Ash ,I Coarse Aggregate , j Intermediate Aggregate Fine Aggregate Adminure ! Entrained Air i Water Added?
Yes or No Quantity Comments Cured Specimen Defects: Leather Shims Used Only on the FnUowWj! Specimens: Curing Method: Lime Saturated Curing Tank I Test Method:ASllWC-31, C-78 i C-U3.
C-192 & C-231 I Span Length , Lab. Technician I 18 inches Specimen No. Age I Date (days) i i Tested Slump (inches) ToWLaad (Ibs) Ave. Deptll. IAvg. Width I Modulus of [mches) . (inches)
i Rupture (psi) , i Specified Strength (nfl' 5662e 56 10-13 􀁾􀀠8750 : 6_01 " I 6.02" 726 650 f ! 56 10-13 I 7900 6.00" 6.00" 660 i I I I I J i i I ! i Reviewed By: SHAWN 8. 􀁐􀁅􀁁􀁾􀀮􀁬􀀮􀁲􀀮􀀬MATER
IALS COORDINATOR MAS-TEK Engineering & Assoo., lnc 9050 Autohahn, Suite -100, Dallas, Texas 75237 (ph) 9721709-7384 (fax) 972-709-7385 
CONCRETE BEAMS TEST REPORT 􀀩􀀮􀁾􀁾􀁾􀀢􀁅􀀺􀀠Addison, TX Subcontract Number JReportNumber 00-01422 Client NameJ Add ....,XIT Paving iContact Lynn James Garland, TX 111.-Tek Project Number
-051-a I Sample 􀁓􀁾􀁮Date8,-,-u R.port Date 9-26-00 􀁾􀁧􀁾􀀺􀁾􀀧􀁬􀀡􀀮􀂣􀀧􀁢􀁮􀀮􀁲􀁥􀁴􀀮􀁐􀁬􀁡..ment 􀁾􀀮􀁉􀁴􀁬􀁬􀁥􀁣􀁨􀁮􀁩􀀮􀁩􀁡􀁮􀀠. 18tt 􀁃􀁦􀁾􀁾􀁾􀁾􀁾􀁴􀁴􀁾􀁾􀀵􀀰􀀷􀀰􀀠􀁾􀁡􀁮􀁴􀀠I
􀁔􀀧􀁩􀀧􀀳􀁾􀁾􀁎􀁯􀀮􀀠, 􀁔􀁾􀁨􀀧􀁍􀀧􀀡􀀴􀀿􀀻􀀠-􀁔􀁬􀁲􀁬􀁦􀁯􀁾􀁭􀁰􀁬􀁥􀁤􀀠I Tf:',r: Batcbed ; .5am MixLD. 􀁃􀂧􀁧􀁣􀁊􀀻􀁾􀁭􀁰􀀮􀀠i AirTemp. Waatber Conditions ot Materials Cement Coa....
Aggregate Intermediate Aggregate Fine Aggregate Admixture Entrained Air Water Added? Y•• urNo Quantity Comments Cured Specimen Defects: Leatbe.. Shim. U.ed Onlv on the Following Specimens:
Curing Method: Lime Saturated Curing Tank ITest Method:ASTM C.31, C-78 . C-I.f3. C-I92 & C-23I I Span Length 18 inches Lab. Technician Specimen I Age No. ; (days) Date Te.ted I Slump
(inches) I Total Load (lb.) Ave. Depth (incbes) Avg. Width I Modulus of (inches) . Rupture (psi) ! Specified Strength (Mi\ 5652a i 7 8-22 I 4 5200 6.00" 6.01 " I 431 650 b 28 , 9-12
I 8000 6.00" 6.00" i 666 c 28 9-12 I 7950 6.00" 6.00" 662 I , i ; I i I , I Reviewed By: SHAWN 6. 􀀿􀁅􀁁􀁾􀀮􀁔􀀮􀀠MATERIALS COORDINATOR MAS-TEK Enginecring & Assoc., Inc 9050 Autobahn,
Suite 400, Dallas, Texas 75137 (ph) 972/7119-7384 (fax) m-709-7385 
MAS-TEK Engineering & Associates, Inc. NOTICE NOTICE NOTICE NOTICE We have moved. Please see that all correspondence is sent to the following address: Mas-Tek Engineering & Associates,
Inc. 2550 Beckleymeade, Suite 105 Dallas, Texas 75237 Geotechnical Consulting & Materials Testing 2550 Beckleymeade, Suite 105 Dallas, Texas 75237 972 709-7384 
I CONCRETE BEAMS TEST 􀁒􀁅􀁾􀁏􀁒􀁔􀀠􀁾􀁾􀁾􀀮􀀠Addison, TX Subeontract Number i ReportNumber 00'()1418 Client NameiAddre ••XlT Paving Contact Lynn James Garland. TX !'rfas-Tek Project
Number-051-. ISampl'h CoUBJfion Date-12Report Date 9-20-00 SFouf.!a 􀁭􀁾􀀳􀁳􀁾􀂣􀁯􀁦􀁧􀁭􀁦􀁬􀀧Placement Fl;el{lleebniclan . yalt Concrete Suppller/Address 􀁌􀁵􀁪􀁴􀁩􀁷􀀧􀀶􀁾􀀠PJant I
Troclj;No.1l2J 􀁔􀁾􀁲􀁦􀁦􀀶􀀱􀀧􀀱􀀠􀁔􀁾􀁥􀁟􀁓􀁡􀁭􀁰􀁬􀁥􀁤􀀻􀀴􀁾􀁡􀁭􀀠i Tjr:e Batched1:30am MhLD. -CggT.:J:mp. IAirTemp. Weatber ConditioM Hot Materials Cement I Coarse Aggregate ! Intermediate
Aggregate Fine Aggregate ; Admixture JEntrained .-\ir Water Added? Yes or No I Quantity Comments Cured Specimen Defects: Leather Shims Used Only on the Following Specimens: Curing Method:
I Test :\1cthod:ASTiI1 C-3I, C-78 I Span Lengtb I Lab. Technician Lime Salltrated Curing Tank I C-U3. C-I92 & C-23i 18 inches i Specimen Age Date I Slump Total Load I Ave. Depth IAvg.
Widtb I Modulu. of Specified No. (days) Tested (inche.) (Ibs) : (inches) I (incbes) : Rupture (psi) Slrengtb 5660a 7 8-19 3 b I 28 9-9 I I I I ! : , I 6700 7400 􀁉􀁾􀁮􀀠6.00" 6.00" I
558 I 650 617 I I I I i I I Reviewed By: !SHAWN 9 􀁾􀀮􀁉􀀮􀁔􀀮􀀠MATERiALS COORDINATOR MAS-UK Engineering & Assoc., Inc 9050 Autobahn, Suite 400, DaDas, Texas 75237 (pb) 9721709-7384
(tax) 972-709-7385