Loading...
ST9905-LR070409 '" ECS Tex"" LLP m;: 4950Kell... Springs Road, Suite 480 Addison, TX 7500 1 (972)392-3222 (FAX) 392-0102 CONCRETE, GROUT, AND MORTAR TESTS LETTER OF TRANSMITIAL _1'I!XM TO: City of Coppell P.O. Box 9478 DA TE: 04/09/2008 RE: Bethel Road - Coppell Coppell, TX 75019 A TIN: Ms. Carol Dye PERMIT #: JOB NO.: 005061 LOCA TION: Bethel Road, Coppell, TX We are enclosing: X Attached l For Your Use X Materials Engineering Division Concrete Reports: 126, 135, 136, 137, 138, 139,140, 141, 142, 143 X As Requested CC: TISEO Paving - Robert Caudill City ofCoppell- Rick O'Dell iJ~/c? L David-';(. Lewis, r.E. Principal Engineer ._.~(l~ Eric L. Branch, C.E.T. Project Manager By: Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Concrete Cylinders Strength Report Project: 5061 Set Designation: A Cast Date: 03/12/2008 Design Strength: 4000 psi Report No.: 126 . ECS Texas. LLP !S: 4950 Keller Springs Road. Suite 480 Addison, TX 75001 (972) 392-3222 (FAX)392-0102 teAM Owner: City ofCoppell- Carol Dye Arch.: Struc. Eng.: Client: City ofCoppell- Kenneth M. Griffm, Gen. Contr.: Cone. Contr.: Placement Location: East driveway for CiCi's warehouse, stamped concrete Concrete Supplier: Southern Star Mix Designation: 9363 Added Water: 20 Gals. Truck No: 1043 Mix Strength: 4000 psi Time Added: 10:30A Ticket No: 1218052 Batch Time: 09:45AM Unit Wt.: FrET n TEST DA TA' Tested by:Jonathan E. Steiner Temperature - Air: 700 F Time Sampled: 10:45AM Concrete: 780 F Slump: 4.00 in. Air Content: 3.30 % (P) Sample Test Test Type Diameta- Area Breaking Compr. Brk Break Review No Date Age Cure In. In.' Load,lbs Str.,psi Typ by by 39433 03/19/2008 7 Lab 4.00 12.56 60352 4800 3 ELBI 39434 04/09/2008 28 Lab 4.00 ]256 72736 5790 ELBl 39435 04/09/2008 28 Lab 4.00 1256 73632 5860 ELBl 39436 05/07/2008 56 Lab 4.00 1256 . . Saf11)k1g ~ aaxlrdance wlh (aw) ASTM C 172, exceptthatsaf11)les may haw been taken from the beg~n~gol the load aftera rrfll11Jm discharge 01 approxmate~ onecube yard. Cykldermotlilg and Iaboratorycumg ew ASTM C31, cof11)re...... strength test and break type ew ASTM C39,suf11) ew C143,arcontentewASTM C173 (V) orC231(P), temperatureew ASTM C 1064,andunl weght ew ASTM C 138. Cyklders are tested usilg unbondeltaps ew ASTM C 123 1 or all! capped usilg su~hur mortarew C617. Break Typesare classified as: Type 1,2,3,4,5, or6 ewC39-04a FIEI D CURING CONnTTIONS' Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps Ice Other Final Review By: Jl.,/ t? i V ELBI Print Date: 04/09/2008 . ECS Te><as, LLP !S: 4950 Keller Springs Road, Suite 480 Addison, TX 7500 I (972) 392-3222 (FAX)392-0102 I~ Concrete Cylinders Strength Report Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Project : 5061 Cast Date: Design Strength: Report No,: Set Designation: A 04/02/2008 3500 psi 135 Owner: City of Coppell - Carol Dye Client: City of CoppeIl - Kenneth M. Griffm, 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 S ta 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 Unit Wt.: FIFT.n TEST DA TA' 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 Diameter Area Breaking Compr. Brk Break Review No Date Age Cure In, In.2 Load,lbs Str.,psi Typ by by 39822 04/07/2008 5 Lab 4.00 1256 61056 4860 3 ELBl 39823 04/09/2008 7 Lab 4.00 1256 68032 5410 ELBl 39824 04/30/2008 28 Lab 4.00 1256 39825 04/30/2008 28 Lab 4,00 1256 39826 04/30/2008 28 Lab 4.00 1256 39827 OS/28/2008 56 Lab 4.00 1256 :ia1Tll"g n accordancewlh (iaw) ~IM C17 ,exceptthatsalTllles may haw been taken from the begnnngofthe kladallera rminlm dischargeo! approxinate~ onealbi;: yard. C~der mollng and Iaboratoryalli1g iaw ASTM C31, COlTllressMl strengthtestand break ~ iaw ASTM C39,sulTll iaw C143,ai'contentiawASTM C173(V) or C231(P), telTlleratureiaw ASTM C1064,andunlweilht iaw ASTM C138. C~ders are tested using unbonde<t:apsiaw ASTM C 12310r are capped usin9 su~hur mortariaw C617. Break Types are classified as: Type 1, 2,3,4,5, or6 iawC3g.o4a FIELD CURING CONDITIONS: Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps Ice Other Final Review By: ELBl Print Date: 04/09/2008 Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Concrete Cylinders Strength Report Project: 5061 Set Designation: B Cast Date: 04/02/2008 Design Strength: 3500 psi Report No.: 136 . ECS T"".., LLP ~ 4950 Keller Springs Road, Suite 480 Addison, TX 75001 (972) 392-3222 ,....- (FAX)392-0102 Owner: City ofCoppell- Carol Dye Arch.: Struc. Eng.: Client: City ofCoppell- Kenneth M Griffin, Gen. Contr.: Conc. Contr.: Placement Location: Paving, Eastbound Bethel, South side, from sta 5 1+00 to 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: FTF.lD TEST DATA- Tested by:Yaw B. Boaitey Temperature - Air: 720 F Time Sampled: 10: lOAM Concrete: 730 F Slump: 4.00 in. Air Content:J.80 % (P) Sample Test Test Type DillT1cter Area Breaking Compr. Brk Break Review No Date Age Cure In. In.' Load,lbs Str.,psi Typ by by 39828 04/07/2008 5 Lab 4.00 ]2.56 55200 4390 4 ELB] 39829 04/09/2008 7 Lab 4.00 ]2.56 67872 5400 ELBI 39830 04/30/2008 28 Lab 4.00 ]2.56 39831 04/30/2008 28 Lab 4.00 ]2.56 39832 04/30/2008 28 Lab 4.00 12.56 39833 OS/28/2008 56 Lab 4.00 12.56 Sa~i1g i1 aax>rdance wlh (iaw) ASTM C 172. exceptthatsa~les may haw been taken from the begi1ni1g01 the bad aftera rriliTIJm discharge 01 appltllCinate~ onecubi:: yard. Cyildermotli1g and Iaboratorycumg iawASTM C31,co~re_ strengthtestand break type iaw ASTM C39,su~ iawC143,ai'contentlawASTM C173M orC231(P), te~eraturaiaw ASTM C 1064,andunl weghliaw ASTM C 138. Cyilders arelested usilg unbondedCapsiaw ASTM C12310r are capped usilg su~hur mortariaw C617. Break Typesare ctassiied as: Type 1, 2,3,4,5, or6 iaw C39-04a FIELD CURING CONDITIONS: Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps lee Other Final Review By: ELB] Print Date: 04/09/2008 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 - ECS Tex16, LLP gs: 4950 Keller Springs Road, SUIte 480 Addison, TX 7500 I (972) 392-3222 (FAX) 392-0 102 ,~ 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. 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.: FTF.I.D TF.'>T DATA' Tested by:Yaw B. Boaitey Temperature - Air: 730 F Time Sampled: 1O: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 ELBI 39836 04/30/2008 28 Lab 4.00 12.56 39837 04/30/2008 28 Lab 4.00 12.56 39838 04/30/2008 28 Lab 4.00 12.56 39839 OS/28/2008 56 Lab 4.00 12.56 . . . . Safl1l"g n acoordanoewlh (IlW) ASTh1 C172, exoeptthatsafl1lIeS may haw been taken from the begnnngof the bad allera rml11Jm dischallle of approxmate~ oneQJbc yard. C~dermokli1g and Iaboratorycumg iaw ASTM C31, cofl1lressMi strength test and break type iaw ASTM C39,sufl1l iaw C143,ai'contentiawASTM C173(V) or C231(P), tefl1leratul8iaw ASTM C1064,andunlweilhliaw ASTM C138. C~ders al8tested usilg unbonde<tapsiaw ASTh1 C12310r are capped usilg su~hur mortariaw C617. Break Typesare c1assied as: 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: ELBI Print Date: 04/09/2008 ~ Ees T ex..., LLP 4950 Keller Springs Road, 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 .~ Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Owner: City ofCoppell- Carol Dye Client: City ofCoppell- Kenneth M. Griffm, 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. 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: !0:03AM Unit Wt.: FIEY n TEST DA TA' Tested by:Yaw B. Boaitey Temperature - Air: 740 F Time Sampled: 10:40AM Concrete: 750 F Slump: 4.00 in. Air Content3.60 % (P) Sample Test Test Type Dianeter Area Breaking Compr. Brk Break Review No Date Age Cure In. In.2 Load,lbs Str.,psi Typ by by 39840 04/07/2008 5 Lab 4.00 12.56 58970 4690 3 ELBI 39841 04/09/2008 7 Lab 4.00 12.56 63264 5030 ELBI 39842 04/30/2008 28 Lab 4.00 12.56 39843 04/30/2008 28 Lab 4.00 12.56 39844 04/30/2008 28 Lab 4.00 12.56 39845 OS/28/2008 56 Lab 4.00 12.56 SaITll"g il alD)rdanoe wlh (iaw) ASTM C 172, exoeptthatsalTllles may haw been taken/rom the OOgilOilgol the kJad aftera minim discharge 01 approxinate~ onerobic yard. C~der moklilg and laboratoryromg iaw ASTM C31, OOlTllre...... strength test and break type iaw ASTM C39,svlTll iaw C143,ai oontentiawASTM C173 M orC231(P), telTlleratureiaw ASTM C 1064,andunlweght iaw ASTM C 138. C~delS are tested usilg unbonde<taps iaw ASTM C 12310r are capped usilg sulphur mortariaw C617. Break Typesare c1assiied as: 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: ELBI Print Date: 04/09/2008 Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Concrete Cylinders Strength Report Project: 5061 Set Designation: E Cast Date: 04/02/2008 Design Strength: 3500 psi Report No.: 139 . ECS Texas, LLP !S: 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 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 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 :5IAM UnitWt.: FIF.I.J1 TF.I;T DA TA' Tested by:Yaw B. Boaitey Temperature - Air: 740 F Time Sampled: 12:40PM Concrete: 750 F Slump: 4.25 in. Air Content: 3.50 % (P) Sample Test Test Type Diamtter Area Breaking Compr. Brk Break Review No Date Age Cure In. In.2 Load,lbs Str.,psi Typ by by 39846 04/07/2008 5 Lab 4.00 1256 50560 4020 3 ELBI 39847 04/09/2008 7 Lab 4.00 1256 56928 4530 ELBl 39848 04/30/2008 28 Lab 4.00 1256 39849 04/30/2008 28 Lab 4.00 1256 39850 04/30/2008 28 Lab 4.00 1256 39851 OS/28/2008 56 Lab 4.00 12.56 $ofl"ll"g n aooordancewlh{mw) .6STM C172, exceptthalsafl"llles may haw been lakenflllm the begnnngof the bad aftera mniTum discharge of applllxinate~ onerobic yard. Cytlderrroklng and Iaborato",rorilg iaw ASTM C31, cofl"llressMl stIBngthtestand break type iaw ASTM C39,slJfl"Il iaw C143,ar contentiaw.6STM C173 M or C231 (P), tefl"lleratuIBiaw ASTM C 1064,andunl weght iaw.6STM C 138. Cytlders aIB tested usilg unbondea:aps iaw .6STM C 12310r are capped usilg sulphur rrortariaw C6ll. Break Typesare c1asslled 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: 04/09/2008 Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Concrete Cylinders Strength Report Project: 5061 Set Designation: F Cast Date: 04/02/2008 Design Strength: 3500 psi Report No.: 140 . ECS T ex..., LLP ~ 4950 Keller Springs Road, Suite 480 Addison, TX 75001 (972) 392-3222 (FAX)392-0102 .I:AM 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. 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.: FIElD TESTOATA' Testedby:Yaw B.Boaitey Temperature - Air: 750 F Time Sampled:02:IOPM Concrete: 760 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 39852 04/07/2008 5 Lab 4.00 12.56 60256 4800 3 ELBI 39853 04/09/2008 7 Lab 4.00 12.56 63552 5060 ELBI 39854 04/30/2008 28 Lab 4.00 12.56 39855 04/3012008 28 Lab 4.00 12.56 39856 04130/2008 28 Lab 4.00 12.56 39857 OS/28/2008 56 Lab 4.00 12.56 . . Sal1llilg n aooordance wlh (aw) ASTM C 172, exceptthatsal1llles may hallll been taken from the begnnngol the bad aftera rml11Jm dischal\le 01 approxmatebl onecubc yard. Cyildermollilg and Iaboratorycurilg law ASTM C31, OOl1llltlssMl slltlngthtesland bltlak type ilw ASTM C39,Wl1ll ilw C143,ai'oontentilwASTM C173 (VI or C231(P), tel1lleratultlilw ASTM C 1064,andunl weght ilw ASTM C 138. Cyilders altl tested using unbonde<taps ilw ASTM C 1231 or am capped usilg sulphur mortarilw C617. Bleak Typesam classified as: Type 1,2,3,4,5, or6 ilwC39-ll4a FIELD CURING CONDITIONS: Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps Ice Other Final Review By: ELBI Print Date: 04/09/2008 - ECS T....., LLP !i: 4950 Kdler Springs Road, Suite 480 Addison, TX 75001 (972) 392-3222 .....AS (FAX)392-0102 Concrete Cylinders Strength Report Project: Location: Bethel Road - Coppell Bethel Road, Coppell, TX Project: 5061 Cast Date: Design Strength: Report No,: Set Designation: G 04/02/2008 3500 psi 141 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.: FIELD TEST DATA' Tested by:Yaw B. Boaitey Temperature - Air: 760 F Time Sampled:03:35PM Concrete: 780 F Slump: 4.25 in. Air Content: 3.40 % (P) Sample Test Test Type DilOlleter 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 4.00 12.56 59296 4720 4 ELB1 39859 04/0912008 7 Lab 4.00 12.56 64832 5160 ELB1 39860 04/30/2008 28 Lab 4.00 12.56 39861 04/3012008 28 Lab 4.00 12.56 39862 04/30/2008 28 Lab 4.00 12.56 39863 OS/28/2008 56 Lab 4.00 12.56 . . 8o""'''g n aa:ordanrewlh (aw) ASTM C172, exceptlhatsa"",las may haw been taken flOmthe begnnngofthe bad aftera mnrTllm dischallle of applOxrnate~onecub~ yam. C~der moking and Iaboralorycumg ilw ASTM C31. co"",ressile strength test and break type ilw ASTM C39,sv"", ilw C143,arcontentilwASTM C173 M or C231(P), te"",eratureilw ASTM C 1 064,andunl weght ilw ASTM C138. C~ders are tested usilg unbondeltapsilw ASTM C 1231 or are capped usilg su\>hur mortarilw C617. Break Typesare classified as: Type 1, 2,3,4,5, or6 ilwC39-04a FIELD CURING CONDITIONS: Curing Box X NoCuring Box Remarks: Insulated Heated Cooled X Caps Ice Other Final Review By: ELB1 Print Date: 04/09/2008 Project: Location: Bethel Road - Coppell Bethel Road, Coppell, 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 !L 4950 Keller Springs Road, Suite 480 Addison. TX 7500 I (972) 392-3222 (FAX) 392-0102 I~ Owner: City ofCoppell- Carol Dye Client: City ofCoppell- Kenneth M. Griffm, 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 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 TEST nATA' Tested by: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 Diameto" Area Breaking Compr. Brk Break Review No Date Age Cure In. In.2 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 39867 04/30/2008 28 Lab 4.00 12.56 39868 04/30/2008 28 Lab 4.00 12.56 39869 OS/28/2008 56 Lab 4.00 12.56 Sa ., n aaxlIllancewlh iaw ASTM C172 exce tthalsa Ies ma haw been taken from the be nnn of the bad aftera miliTIJm discha eofa Illxinate onecub;; Ill. II1l 9 ( ) ,p II1l y 9 9 rg pp ~ ya C~der moldng and Bboratorycumg iaw ASTM C31, coll1lressMl strength test and break type iaw ASTM C39,Wll1l iaw C143,ai'contentiawASTM C173(V) orC231(p), tell1leratureiaw ASTM C1064,andunl weghtiawASTM C138. C~delS are tested usilg unbondeltapsiaw ASTM C12310r are capped usilg sulohur mortariaw C617. Bieak Types are classified as: Type 1, 2,3,4,5, or6 iawC39-04a FIELD CURING CONDITIONS: Curing Box X No Curing Box Remarks: Ins ulated Heated Cooled X Caps Ice Other Final Review By: ELBI Print Date: 04/0912008 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 7500 I (972) 392-3222 (FAX) 392-0102 . m.AA8 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 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.: FJELD TEST DATA' Tested by:Yaw B. Boaitey Temperature - Air: 750 F Time Sampled:06:30PM Concrete: 760 F Slump: 4.25 in. Air Content: 3.80 % (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 39870 04/07/2008 5 Lab 4.00 12.56 55744 4440 3 ELB1 3987] 04/09/2008 7 Lab 4.00 12.56 63712 5070 ELB1 39872 04/30/2008 28 Lab 4.00 12.56 39873 04/30/2008 28 Lab 4.00 12.56 39874 04/30/2008 28 Lab 4.00 12.56 39875 OS/28/2008 56 Lab 4.00 12.56 Sa ~ n aaxlIdancewlh iaw ASTM C172 exce tlhatsa I8sma haw beentakenfl1lm the be nnn ofthekladaftera milinJm discha eora I1lxinate onecubi: rd. II1J 9 ( ) ,p II1J y 9 9 rg pp ~ ya Cytldermollng and Iaboratorycumg iaw ASTM C31,coll1Jresslle strengthtestand break type iaw ASTM C39,Wll1J iaw C143,arcontentiawASTM C173(V) orC231(p), tell1Jeratureiaw ASTM C1064,andunl we~htiawASTM C138. Cytlders are tested usilg unbonded::apsiaw ASTM C 12310r are capped usilg suphur mortariaw C617. BreakTypesare ctassillld as: Type 1, 2,3,4,5, or6 iawC39-ll4a FlELD CURING CONDlTlONS: Curing Box X No Curing Box Remarks: Insulated Heated Cooled X Caps Ice Other Final Review By: ELB1 Print Date: 04/09/2008 TW BeS Texas, LLP ~.. 4950 Keller Springs Road, Suite 480 Addison, TX 75001 (972) 392-3222 (FAX) 392-0102 CONCRETE, GROUT, AND MORTAR TESTS LETTER OF TRANSMITTAL TI!XA8 TO: City of Coppell P.O. Box 9478 DATE: 04/09/2008 RE: Bethel Road - Coppell Coppell, TX 75019 A TTN: Ms. Carol Dye PERMIT #: JOB NO.: 005061 LOCATION: Bethel Road, Coppell, TX We are enclosing: X Attached Materials Engineering Division Concrete Reports: 132, 133, 134 X X For Your Use X As Requested CC: TISEO Paving - Robert Caudill City of Coppell - Rick O'Dell DaVidA.t:~/L Principal Engineer ~3~ Eric L. Branch, C.E.T. Project Manager By: ECS Texas. LLP 4950 Keller Springs Road, Suite 480 Addison, TX 75001 (972) 392-3222 (FAX) 392-0102 LETTER OF TRANSMITTAL gs: TI!XAS April 9, 2008 RE: Bethel Road - Coppell City of Coppell P.O. Box 9478 Coppell, TX 75019 ECS Job # 19:5061 Permits: ATTN: Ms. Carol Dye Location: Bethel Road Coppell, TX We are enclosing: ----L Materials Engineering Division Reports ----L For your use ----L As requested CC: TISEO Paving - Robert Caudill City of Coppell - Rick O'Dell ENCL: Field Report # 167 04/07/2008 /2/4' .i- - David A. Lewis, P.E. Principal Engineer ~,-3~ Eric L. Branch, C.E.T. Project Manager ... ECS Texas. LLP gs:. . ... 4950 Keller Springs Road, Suite 480 Addison, TX 75001 (972) 392-3222 (FAX) 392-0102 TI!XAS LETTER OF TRANSMITTAL April 9, 2008 RE: Bethel Road - Coppell City of Coppell P.O. Box 9478 Coppell, TX 75019 ECS Job # 19:5061 Permits: A TTN: Ms. Carol Dye Location: Bethel Road Coppell, TX We are enclosing: -L Materials Engineering Division Reports -L For your use -L As requested CC: TISEO Paving - Robert Caudill City of Coppell - Rick O'Dell ENCL: Field Report # 168 04/08/2008 oaVidA&t /L ~3~ Eric L. Branch, C.E.T. Project Manager Principal Engineer