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ST9905-LR070501 ECS Te><lIS, LLP ~ 4950Keller Springs Road, Suite 480 Addison, TX 7500 I (972) 392-3222 (FAX)392-0102 CONCRETE, GROUT, AND MORTAR TESTS LETTER OF TRANSMITTAL _1'IIXM TO: City of Coppell P.O. Box 9478 DA TE: 05/01/2008 RE: Bethel Road - Coppell Coppell, TX 75019 A TfN: Ms. Carol Dye PERMIT #: JOB NO.: 005061 LOCATION: Bethel Road, Coppell, TX We are enclosing: X Attached l For Your Use X Materials Engineering Division Concrete Reports: 135,136,137, 138,139,140,141,142,143 X As Requested CC: TISEO Paving - Robert Caudill City ofCoppell- Rick O'Dell By: David A. Lewis, P.E. Principal Engineer Eric L. Branch, C.E. T. Project Manager Project: Location: Bethel Road - Coppell Bethel Road, CoppelI, TX Concrete Cylinders Strength Report Project: 5061 Set Designation: A Cast Date: 04/02/2008 Design Strength: 3500 psi Report No.: 135 . ECS Tex... LLP gs:.. 4950 Keller Springs Road. Suite 480 Addison. TX 75001 (972) 392-3222 ._ (FAX)392-0102 Owner: City ofCoppell- Carol Dye Client: City ofCoppell- Kenneth M. Griffm, Arch.: Gen. Contr.: Struc. Eng.: Conc. Contr.: Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta. 64+40, sampled at approximatly Sta. 64+30 Concrete Supplier: Tiseo Paving Company Mix Designation: 2478M Added Water: Truck No: 166 Mix Strength: 3500 psi Time Added: Ticket No: 130 Batch Time: 09:03AM UnitWt.: FIELD TEST DATA' Tested by:Yaw B. Boaitey Temperature - Air: 650 F Time Sampled:09:45AM Concrete: 720 F Slump: 3.50 in. Air Content:3.50 % (P) Sample Test Test Type Dianeter Area Breaking Compr. Brk Break Review No Date Age Cure In. In.' Load,lbs Str.,psi Typ by by 39822 04/07/2008 5 Lab 4.00 12.56 61056 4860 3 ELB1 39823 04/09/2008 7 Lab 4.00 12.56 68032 5410 ELB1 39824 04/30/2008 28 Lab 4.00 12.56 82336 6550 3 ELBI 39825 04/30/2008 28 Lab 4.00 12.56 82848 6590 3 ELBl 39826 04/30/2008 28 Lab 4.00 12.56 87808 6990 3 ELBl 39827 OS/28/2008 56 Lab 4.00 12.56 . . Sa"1l"'g n alXXlrdancewlh (BW) ASTM C 172, exceptthatsa"1lles may haw been taken from the begnnngol the bad aftera mnl11Jm di;charge 01 appl1lxmate~ onecub~ yard. Cytlder moklng and Iaboratorycumg ia.. ASTM C31, OO"1lressMl strength test and break type iaw ASTM C39,su"1l iaw C143,ar oontentlaw ASTM C173 M or C231 (P), te"1leratureiaw ASTM C 1064,andunlwellht law ASTM C 138. Cytlders are tested usi'lg unbondea:apsiaw ASTM C1231 or are capped usi'lg su\:>hur mortariaw C617. Break Typesare c1assfied a~Type 1, 2,3,4,5, or6 iawC39-1l4a FIELD CURING CONDITIONS: Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps Ice Other Final Review By: ELBl Print Date: 05/01/2008 ECS Texas, LLP 4950 Keller Springs Road, SUite 480 Addison, TX 75001 (972) 392-3222 (FAX) 392-0 102 Concrete Cylinders Strength Report Project: 5061 Set Designation: B Cast Date: 04/02/2008 Design Strength: 3500 psi Report No.: 136 '!S: Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Owner: City ofCoppell- Carol Dye Client: City ofCoppell- Kenneth M. Griffin, Arch.: Gen. Contr.: Struc. Eng.: Cone. Contr.: Placement Location: Paving, Eastbound Bethel, South side, from sta 51+0010 Sta. 64+40, sampled at approximatly Sta 63+00 Concrete Supplier: Tiseo Paving Company Mix Designation: 2478M Added Water: Truck No: 163 Mix Strength: 3500 psi Time Added: Ticket No: 190 Batch Time: 09:38AM Unit Wt.: FJEI.D TEST OA TA' Tested by:Yaw B, Boaitey Temperature - Air: 720 F Time SampleQ: 10: lOAM Concrete: 730 F Slump: 4.00 in. Air Content: 3.80 % (P) Sample Test Test Type Ditlllder Area Breaking Compr. Brk Break Review No Date Age Cure In. In.2 Load,lbs Str.,psi Typ by by 39828 04/07/2008 5 Lab 4.00 ]2.56 55200 4390 4 ELBI 39829 04/09/2008 7 Lab 4.00 ]2.56 67872 5400 ELBI 39830 04/30/2008 28 Lab 4.00 ]2.56 4 39831 04/30/2008 28 Lab 4.00 ]2.56 73568 5850 4 ELBI 39832 04/30/2008 28 Lab 4.00 ]2.56 72864 5800 4 ELBI 39833 04/30/2008 28 Lab 4.00 ]2.56 76128 6060 3 ELBI )a~tl n acooRlancewlh (iaw) ASTM C 172, eJ<alptthatsa~les may haw been taken from the begnnngof the bad aftera miliTllm discharge of approxinate~ onecub~ yard. 9 CyWlder rro~ng and Iaboratorycurilg iaw ASTM C31, co~ressMl strength test and break type iaw ASTM C39,s\J~ IIW C143,ai'contentiawASTM C173(V) orC231(p), te~eratureiaw ASTM C1064,andunl weght IIW ASTM C 138. CyWlders are tested usi'lg unbondeltaps IIW ASTM C1231 or are capped usilg sulphur rrortariaw C617. Break Types are ctassifBd as:Type 1, 2,3.4,5, or6 IIwC39-Q4a FIELD CURING CONDITIONS: Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps Ice Other Final Review By: ELBI Print Date: 05/0I/2008 Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Concrete Cylinders Strength Report Project : 5061 Set Designation: C Cast Date: 04/02/2008 Design Strength: 3500 psi Report No.: 137 - Ees T ""as, LLP gs:. ., 4950 Keller Springs Road, Suite 480 Addison, TX 7500 I (972) 392-3222 .....- (FAX)392-0J02 o \mer: City ofCoppell- Carol Dye Client: City ofCoppell- Kenneth M. Griffm, Arch,: Gen. Contr.: Struc. Eng.: Conc. Contr.: Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta. 64+40, sampled at approximatly Sta. 57+40 Concrete Supplier: Tiseo Paving Company Mix Designation: 2478M Added Water: Truck No: 161 Mix Strength: 3500 psi Time Added: Ticket No: 200 Batch Time: 09:45AM Unit Wt.: FIF.Jn TEST nATA' Testedby:Yaw B.Boaitey Temperature - Air: 730 F Time Sampled: 10:20AM Concrete: 740 F Slump: 4.00 in. Air Content: 3.50 % (P) Sample Test Test Type Diameter Area Breaking Compr. Brk Break Review No Date Age Cure In. In.' Load,lbs Str.,psi Typ by by 39834 04/07/2008 5 Lab 4.00 12.56 63968 5090 3 ELB1 39835 04/09/2008 7 Lab 4.00 12.56 70688 5630 ELB1 39836 04/30/2008 28 Lab 4.00 12.56 80992 6450 3 ELBI 39837 04/30/2008 28 Lab 4.00 12.56 80512 6410 3 ELBl 39838 04/30/2008 28 Lab 4.00 12.56 80224 6380 3 ELBl 39839 OS/28/2008 56 Lab 4.00 12.56 Sa""il il aaxlrdance wlh (iaw) .asTM C 172, exceptthatsa""les may haw been taken from the begilnilgol the klad aftera mili'lllm discharge 01 approxinate~ onecubi; yard. 9 Cyildermollilg and Iaboratorycumg iaw ASTM C31, oo""ressMl strength test and break type iaw ASTM C39,skJ"" iaw C 143,aroontentiawASTM C173 M or C231 (P), te""eratureiaw ASTM C 1064,andunlweghtiaw ASTM C 138. Cyilders are tested usilg unbondeltapsiaw ASTM C 12310r are capped usilg su\lhur mortariaw C617. Break Typesare classified as: Type 1, 2,3,4,5, or6 iawC39-1l4a FIELD CURING CONDITIONS: Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps Ice Other Final Review By: ELB1 Print Date: 05/01/2008 ECS Te><lIS, LLP 4950 Keller Springs Rooo, Suite 480 Addison, TX 7500 I (972) 392-3222 (FAX) 392-0 102 Concrete Cylinders Strength Report Project: 5061 Set Designation: D Cast Date: 04/02/2008 Design Strength: 3500 psi Report No.: 138 IS: , IIIAA8 Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Owner: City ofCoppell- Carol Dye Client: City ofCoppell- Kenneth M. Griffin, Arch.: Gen. Contr.: Struc. Eng.: Cone. Contr.: Placement Location: Paving, Eastbound Bethel, South side, from sta 51+00to Sta. 64+40, sampled at approximatIy Sta. 59+50 Concrete Supplier: Tiseo Paving Company Mix Designation: 2478M Added Water: Truck No: 166 Mix Strength: 3500 psi Time Added: Ticket No: 230 Batch Time: JO:03AM Unit Wt.: FIELD TEST DATA' Tested by:Yaw B. Boaitey Temperature - Air: 740 F Time Sampled: 10:40AM Concrete: 750 F Slump: 4.00 in. Air Content:3.60 % (P) Sample Test Test Type Diameter Area Breaking Compr. Brk Break Review No Date Age Cure In. In.' Load,lbs Str.,psi Typ by by 39840 04/07/2008 5 Lab 4.00 12.56 58970 4690 3 ELB1 39841 04/09/2008 7 Lab 4.00 12.56 63264 5030 ELB1 39842 04/30/2008 28 Lab 4.00 12.56 3 39843 04/30/2008 28 Lab 4.00 12.56 82944 6600 3 ELBl 39844 04/30/2008 28 Lab 4.00 12.56 77376 6160 4 ELB1 39845 04/3012008 28 Lab 4.00 12.56 72704 5790 3 ELB1 Sa"1l"g n aooJrdance wlh (iaw) ASTM C 172, exceptthatsa"1lles may hallO been takeiiTrom the be nnngof the bad aftera mi1il1lm discha eofa roxinate~ onecube rd. 9 rg pp ya Cytldermotlng and Iaboratorycurilg ilw ASTM C31, OO"1lressile strength test and break type iaw ASTM C39,sIJ"1l iaw C143,ar oontentiawASTM C173 M or C231(P), te"1leratureiaw ASTM C1064,andunl weghtiawASTM C138. CytldelS are tested usi1g unbondeltapsiaw ASTM C12310r are capped usi1g sul>hur mortariaw C617. Break Typesare c1assiied as: Type 1,2,3,4,5, or6 iawC3g'()4a FIELD CURING CONDITIONS: Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps Ice Other Final Review By: ELBl Print Date: 05/01/2008 ECS T ex.., LLP 4950 Keller Springs Ro...t, Suite 480 Addison, TX 7500 I (972) 392-3222 (FAX) 392-0 102 Concrete Cylinders Strength Report Project: 5061 Set Designation: E Cast Date: 04/02/2008 Design Strength: 3500 psi Report No.: 139 ~ , IIUIA8 Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Owner: City ofCoppell- Carol Dye Client: City ofCoppell- Kenneth M. Griffin, Arch.: Gen. Contr.: Struc. Eng.: Conc. Contr.: Placement Location: Paving, Eastbound Bethel, South side, from sta 5 \+00 to Sta. 64+40, sampled at approximatly Sta. 56+00 Concrete Supplier: Tiseo Paving Company Mix Designation: 2478M Added Water: Truck No: 161 Mix Strength: 3500 psi Time Added: Ticket No: 350 Batch Time: 11 :51AM Unit Wt.: FIET J) TEST OA TA' Tested by: Y aw B. Boaitey Temperature - Air: 740 F Time Sampled: 12:40PM Concrete: 750 F Slump: 4.25 in. Air Conten1:3.50 % (P) Sample Test Test Type Dianetfr Area Breaking Compr. Brk Break Review No Date Age Cure In. In.' Load,lbs Str.,psi Typ by by 39846 04/07/2008 5 Lab 4.00 12.56 50560 4020 3 ELBI 39847 04/09/2008 7 Lab 4.00 12.56 56928 4530 ELBI 39848 04/30/2008 28 Lab 4.00 12.56 76576 6090 3 ELBI 39849 04/30/2008 28 Lab 4.00 12.56 79744 6350 3 ELB1 39850 04/30/2008 28 Lab 4.00 12.56 70816 5640 3 ELB1 39851 OS/28/2008 56 Lab 4.00 12.56 Sa .. il aa:ordancewlh iaw ASTM C172,exce tthalsa Iesma haw beenlakeiifrom the be ilnil olthebadaflera rmi1llm discha eol a roxinale onecubk: rd. "1l 9 ( ) P "1l Y 9 9 rg PP ~ va C~der moklilg and Iaboratoiycumg iaw ASTM C31, co"1lressMl slrengthtesland break I}!le iaw ASTM C39,su"1l iaw C143,ar conlenliawASTM Cl73 M orC231(P), le"1leralureiaw ASTM Cl064,andunl weghtiaw ASTM C138. C~delS are tested usilg unbondeltapsiaw ASTM C12310r are capped usilg su\lhur mortariaw C61l. Bnlak Types are classified as Type 1, 2,3,4,5, or6 ilwC39.Q4a FIELD CURING CONDITIONS: Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps Ice Other Final Review By: ELBI Print Date: 05101/2008 ECS Te><as, LLP 4950 Kdler Springs Road, SUite 480 Addison, TX 7500 I (972) 392-3222 (FAX) 392-0 I 02 Concrete Cylinders Strength Report Project: 5061 Set Designation: F Cast Date: 04/02/2008 Design Strength: 3500 psi Report No,: 140 E .~ Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Owner: City ofCoppell- Carol Dye Client: City ofCoppell- Kenneth M. Griffin, Arch,: Gen, Contr,: Struc, Eng.: Conc, Contr,: Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta 64+40, sampled at approximatly Sta, 55+40 Concrete Supplier: Tiseo Paving Company Mix Designation: 2478M Added Water: Truck No: 166 Mix Strength: 3500 psi Time Added: Ticket No: 450 Batch Time: 01 :30PM Unit Wt.: FrETD TEST OATA' Tested by:Yaw B. Boaitey Temperature - Air: 750 F Time Sampled:02:lOPM Concrete: 760 F Slump: 4.00 in. Air Content:J.50 % (P) Sample Test Test Type Diamaer Area Breaking Compr. Brk Break Review No Date Age Cure In. In.' Load,lbs S tr.,psi Typ by by 39852 04/07/2008 5 Lab 4.00 12.56 60256 4800 3 ELB] 39853 04/09/2008 7 Lab 4.00 ]2.56 63552 5060 ELB] 39854 04/30/2008 28 Lab 4.00 ]256 84576 6730 4 ELB] 39855 04/30/2008 28 Lab 4.00 12.56 876]6 6970 3 ELB] 39856 04/30/2008 28 Lab 4.00 12.56 82176 6540 4 ELB] 39857 OS/28/2008 56 Lab 4.00 1256 SaI1ll...g il acoordanoewlh (iaw) ASTM C172, elUlllptthatsal1llles may haw been taken from the be ilnilgofthe bad aftera mililllm discha e of ap roxirste onecube rd. 9 rg P f( yo Cytlder moijilg and Iaboratorycurilg iaw ASTM C31. ool1llressi.e strength test and break type iaw ASTM C39,skJl1ll iaw C143,ar oontenliaw ASTM C173 M or C231 (P), tel1lleratureiaw ASTM C1064,andunl weilhtiawASTM C13B. Cytlders are tested usilg unbondecl;apsiaw ASTM C12310r are capped usil9 sulphur mortariaw C617. ereaHypesare c1assiied a"Type 1, 2,3,4,5, or6 iawC39-04a FIELD CURING CONDITIONS: Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps Ice Other Final Review By: ELBl Print Date: 05/01/2008 Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Concrete Cylinders Strength Report Project: 5061 Set Designation: G Cast Date: 04/02/2008 Design Strength: 3500 psi Report No.: 141 . ECS Tex..., LLP E. 4950 Keller Springs Road, Slute 480 Addison, TX 7500 I (972) 392-3222 .....AS (FAX)392-0102 Owner: City ofCoppell- Carol Dye Client: City ofCoppell- Kenneth M. Griffin, Arch.: Gen. Contr.: Struc. Eng.: Cone, Contr.: Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta. 64+40, sampled at approximatly Sta. 54+90 Concrete Supplier: Tiseo Paving Company Mix Designation: 2478M Added Water: Truck No: 163 Mix Strength: 3500 psi Time Added: Ticket No: 580 Batch Time: 02:50PM Unit Wt.: FfEl.O TEST OA TA' Tested by:Yaw B, Boaitey Temperature - Air: 760 F Time Sampled:03:35PM Concrete: 780 F Slump: 4,25 in. Air Content:J,40 % (P) Sample Test Test Type Dianeter Area Breaking Compr. Brk Break Review No Date Age Cure In, In,' Load,lbs Str.,psi Typ by by 39858 04/07/2008 5 Lab 400 12.56 59296 4720 4 ELBI 39859 04/09/2008 7 Lab 4.00 12.56 64832 5160 ELBI ~ 39860 04/30/2008 28 Lab 4.00 12.56 75264 5990 3 ELBI 39861 04/30/2008 28 Lab 4.00 12.56 78336 6230 4 ELBI 39862 04/30/2008 28 Lab 4.00 12.56 76864 6120 3 ELBI 39863 OS/28/2008 56 Lab 4.00 12.56 Sa ~ n aa:ordancewlh iaw ASTM C172 exce tthatsa Iesma haw been takenfmm the be nnn ofthebadaflera rri'lirum discha eot a roxinate onerobe rd. "1l 9 ( ) ,p "1l Y 9 9 IV pp ~ 18 C~der mating and Iaoollltoryrorilg iaw ASTM C31, OO"1lressMl strengthtestand break type iaw ASTM C39,su"1l iaw C 143,ar oontent iaw ASTM C 173 M or C23l(P), te"1lellltureiaw ASTM C1 064,andunl weght iaw ASTM C 138. C~delS are tested usilg unbondeltapsiaw ASTM C 12310r are capped usilg sulphur mortariaw C6l7. Bnlak Typesare classified as: Type 1. 2,3,4,5, or6 iawC39~4a FIELD CURING CONDITIONS: Curing Box X No Curing Box Remarks: Insulated Heated Cool X Caps Final Review By: ELBI Print Date: 05/01/2008 Project: Location: Bethel Road - Coppel! Bethel Road, Coppel!, TX Concrete Cylinders Strength Report Project: 5061 Set Designation: H Cast Date: 04/02/2008 Design Strength: 3500 psi Report No.: 142 - ECS Texas. LLP m;:. 4950 Keller Springs Road, Suite 480 Addison, TX 75001 (972) 392-3222 ._ (FAX)392-0102 Owner: City of Cop pel!- Carol Dye Client: City of Cop pel!- Kenneth M. Griffm, Arch.: Gen. Contr.: Struc. Eng.: Conc. Contr.: Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta 64+40, sampled at approximatly Sta 53+30 Concrete Supplier: Tiseo Paving Company Mix Designation: 2478M Added Water: Truck No: 166 Mix Strength: 3500 psi Time Added: Ticket No: 650 Batch Time: 04:00PM Unit Wt.: FIElD TF."TDATA' Testedby:Yaw B.Boaitey Temperature - Air: 760 F Time Sampled:04:40PM Concrete: 750 F Slump: 4.00 in. Air Content:3.50 % (P) Sample Test Test Type Diameter Area Breaking Compr. Brk Break Review No Date Age Cure In. In.' Load,lbs Str.,psi Typ by by 39864 04/07/2008 5 Lab 4.00 12.56 53724 4280 3 ELBI 39865 04/09/2008 7 Lab 4.00 12.56 62736 4990 ELBI 39866 04/30/2008 28 Lab 4.00 12.56 73664 5860 4 ELBI 39867 04/30/2008 28 Lab 4.00 12.56 78944 6280 3 ELBI 39868 04/30/2008 28 Lab 4.00 12.56 76480 6090 4 ELBI 39869 OS/28/2008 56 Lab 4.00 12.56 SafTll~ ~ aoc:onlance wlh (iaw) ASTM C 172, eXDlptthatsafTllles may haw been taken from the beg~n~gof the bad allera rnillJm discharge of approxinate~ onerobe yard. 9 C~der mokl~g and IaboratoryaJlilg iaw ASTM C31, cofTllressi.le strength test and break type iaw ASTM C39,slJmp iaw C 143,ar content iaw ASTM C173 (V) or C231 (PI, tefTlleratureiaw ASTM C1064,andunl weghtiawASTM C138. C~delS are tested usilg unbondeO::apsiaw ASTM C12310r are capped usilg suphur mortariaw C617. Break Typesare classified as: Type 1,2,3,4,5, or6 iawC39-D4a FIELD CURING CONDITIONS: Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps Ice Other Final Review By: ELBI Print Date: 05/01/2008 Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Concrete Cylinders Strength Report Project: 5061 Set Designation: K Cast Date: 04/02/2008 Design Strength: 3500 psi Report No.: 143 . ECS Texas. LLP E. 4950 Keller Springs Road. Suite 480 Addison, TX 75001 (972) 392-3222 .1!lCA8 (FAX)392-0102 Owner: City ofCoppell- Carol Dye Client: City ofCoppell- Kenneth M. Griffin, Arch.: Gen. Contr.: Struc. Eng.: Conc. Contr.: Placement Location: Paving, Eastbound Bethel, South side, from sta 51 +00 to Sta. 64+40, sampled at approximatly Sta. 51 +00 Concrete Supplier: Tiseo Paving Company Mix Designation: 2478M Added Water: Truck No: 165 Mix Strength: 3500 pSI Time Added: Ticket No: 772 Batch Time: 05:54PM Unit Wt.: FIE!.n TEI\T OA TA' Tested by: Y aw B. Boaitey Temperature - Air: 750 F Time Sampled:06:30PM Concrete: 760 F Slump: 4.25 in. Air Content:J.80 % (P) Sample Test Test Type Dimneter Area Breaking Compr. Brk Break Review No Date Age Cure In. In.' Load,Ibs Str.,psi Typ by by 39870 04/07/2008 5 Lab 4.00 12.56 55744 4440 3 ELB] 39871 04/09/2008 7 Lab 4.00 12.56 637]2 5070 ELBI 39872 04/30/2008 28 Lab 4.00 ]2.56 3 39873 04/30/2008 28 Lab 4.00 ]2.56 77696 6180 3 ELBI 39874 04/30/2008 28 Lab 4.00 12.56 75360 6000 4 ELBI 39875 04/30/2008 28 Lab 4.00 12.56 74336 5920 3 ELBI ~1T'Il" n aooordanal wlh iaw) ASTM C 172, ellCllplthalsa les may hallll been taken Irom the be nnngoflhe bad altera miliTIJm dischalQeof a roxinale~ oneQJbk: yard. 9 ( IT'll 9 pp CY"dermoklng and IaboraloljlQJmg iaw ASTM C31, oolT'llressi<e strenglhlestand break type iaw ASTM C39,skJlT'Il iaw C143,aroonlenliawASTM C173 (V) orC231(p), lelT'lleralureiaw ASTM Cl064,andunl weghliawASTM C138. CY"delS arelesled usilg unbonde<tapsiaw ASTM C12310r are capped usilg sullhur mortariaw C617. Break Typesare c1asslied as: Type 1, 2,3,4,5, or6 iawC39.o4a FlELD CURING CONDITIONS: Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps Ice Other Final Review By: ELB1 Print Date: 05/01/2008