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Neighborhood CU-LR130418 Concrete Cylinders Strength Report ECS Texas, LLP 4950 Keller Springs Road, Suite 480 Addison, TX 75001 Project :Set Designation:A 5924-B (972) 392-3222 [Phone] Cast Date: (972) 392-0102 [FAx] 03/21/2013 Design Strength: 3600 psi Project:Neighborhood Credit Union Report No.: 4 Location:360 S. Denton Tap Road, Coppell, TX LEVEL5, LLC - J.R. Aguero Owner:Client: Arch.: Gen. Contr.:LEVEL5, LLC - J.R. Aguero Struc. Eng.:Conc. Contr.: Placement Location:Paving Concrete Supplier:Cow Town Redi-MixTruck No:940Ticket No:566470 Mix Designation:260-2Mix Strength:3600 psiBatch Time: 06:38AM Added Water: Time Added:Unit Wt.: Brandon New5.00 in. FIELD TEST DATA:Tested by:Time Sampled:07:41AMSlump: Air Content: Temperature - Air:52º FConcrete:63º F 3.80 % (P) TypeArea SampleTestTestBreakingBrkReview Diameter Compr. CureIn.In.² NoDateAgeTypby Load,lbsStr.,psi 03/28/2013 839657Lab4.0012.565187241303DME 04/18/2013 8396628Lab4.0012.567017655802DME 04/18/2013 8396728Lab4.0012.566748853703DME 04/18/2013 8396828Lab4.0012.566460851403DME 05/16/2013 8396956Lab Sampling in accordance with (iaw) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard. Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P), temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617. Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39. FIELD CURING CONDITIONS: InsulatedCooledIce Curing Box X No Curing BoxHeatedCapsOther Remarks: Final Review By: DME Print Date:04/19/2013 BR01 Concrete Cylinders Strength Report ECS Texas, LLP 4950 Keller Springs Road, Suite 480 Addison, TX 75001 Project :Set Designation:B 5924-B (972) 392-3222 [Phone] Cast Date: (972) 392-0102 [FAx] 03/21/2013 Design Strength: 3600 psi Project:Neighborhood Credit Union Report No.: 5 Location:360 S. Denton Tap Road, Coppell, TX LEVEL5, LLC - J.R. Aguero Owner:Client: Arch.: Gen. Contr.:LEVEL5, LLC - J.R. Aguero Struc. Eng.:Conc. Contr.: Placement Location:Paving Concrete Supplier:Cow Town Redi-MixTruck No:919Ticket No:566483 Mix Designation:260-2Mix Strength:3600 psiBatch Time: 08:29AM Added Water: Time Added:Unit Wt.: Brandon New5.25 in. FIELD TEST DATA:Tested by:Time Sampled:09:35AMSlump: Air Content: Temperature - Air:52º FConcrete:67º F 4.00 % (P) TypeArea SampleTestTestBreakingBrkReview Diameter Compr. CureIn.In.² NoDateAgeTypby Load,lbsStr.,psi 03/28/2013 839707Lab4.0012.564634436905DME 04/18/2013 8397128Lab4.0012.565560044203DME 04/18/2013 8397228Lab4.0012.565452943403DME 04/18/2013 8397328Lab4.0012.566076848402DME 05/16/2013 8397456Lab Sampling in accordance with (iaw) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard. Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P), temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617. Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39. FIELD CURING CONDITIONS: InsulatedCooledIce Curing Box X No Curing BoxHeatedCapsOther Remarks: Final Review By: DME Print Date:04/19/2013 BR01 Concrete Cylinders Strength Report ECS Texas, LLP 4950 Keller Springs Road, Suite 480 Addison, TX 75001 Project :Set Designation:C 5924-B (972) 392-3222 [Phone] Cast Date: (972) 392-0102 [FAx] 03/21/2013 Design Strength: 3600 psi Project:Neighborhood Credit Union Report No.: 6 Location:360 S. Denton Tap Road, Coppell, TX LEVEL5, LLC - J.R. Aguero Owner:Client: Arch.: Gen. Contr.:LEVEL5, LLC - J.R. Aguero Struc. Eng.:Conc. Contr.: Placement Location:Paving Concrete Supplier:Cow Town Redi-MixTruck No:933Ticket No:566490 Mix Designation:260-2Mix Strength:3600 psiBatch Time: 09:17AM Added Water: Time Added:Unit Wt.: Brandon New5.00 in. FIELD TEST DATA:Tested by:Time Sampled:10:05AMSlump: Air Content: Temperature - Air:52º FConcrete:65º F 3.90 % (P) TypeArea SampleTestTestBreakingBrkReview Diameter Compr. CureIn.In.² NoDateAgeTypby Load,lbsStr.,psi 03/28/2013 839757Lab4.0012.564640036904DME 04/18/2013 8397628Lab4.0012.565874046705DME 04/18/2013 8397728Lab4.0012.565897646902DME 04/18/2013 8397828Lab4.0012.566419251103DME 05/16/2013 8397956Lab Sampling in accordance with (iaw) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard. Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P), temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617. Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39. FIELD CURING CONDITIONS: InsulatedCooledIce Curing Box X No Curing BoxHeatedCapsOther Remarks: Final Review By: DME Print Date:04/19/2013 BR01 Concrete Cylinders Strength Report ECS Texas, LLP 4950 Keller Springs Road, Suite 480 Addison, TX 75001 Project :Set Designation:D 5924-B (972) 392-3222 [Phone] Cast Date: (972) 392-0102 [FAx] 03/21/2013 Design Strength: 3600 psi Project:Neighborhood Credit Union Report No.: 7 Location:360 S. Denton Tap Road, Coppell, TX LEVEL5, LLC - J.R. Aguero Owner:Client: Arch.: Gen. Contr.:LEVEL5, LLC - J.R. Aguero Struc. Eng.:Conc. Contr.: Placement Location:Paving Concrete Supplier:Cow Town Redi-MixTruck No:948Ticket No:566503 Mix Designation:260-2Mix Strength:3600 psiBatch Time: 10:33AM Added Water: 5 Gals.Time Added:Unit Wt.: Brandon New5.25 in. FIELD TEST DATA:Tested by:Time Sampled:11:17AMSlump: Air Content: Temperature - Air:52º FConcrete:72º F 4.20 % (P) TypeArea SampleTestTestBreakingBrkReview Diameter Compr. CureIn.In.² NoDateAgeTypby Load,lbsStr.,psi 03/28/2013 839807Lab4.0012.564969639504DME 04/18/2013 8398128Lab4.0012.566115248702DME 04/18/2013 8398228Lab4.0012.566460851403DME 04/18/2013 8398328Lab4.0012.566204849403DME 05/16/2013 8398456Lab Sampling in accordance with (iaw) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard. Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P), temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617. Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39. FIELD CURING CONDITIONS: InsulatedCooledIce Curing Box X No Curing BoxHeatedCapsOther Remarks: Final Review By: DME Print Date:04/19/2013 BR01 Concrete Cylinders Strength Report ECS Texas, LLP 4950 Keller Springs Road, Suite 480 Addison, TX 75001 Project :Set Designation:E 5924-B (972) 392-3222 [Phone] Cast Date: (972) 392-0102 [FAx] 03/21/2013 Design Strength: 3600 psi Project:Neighborhood Credit Union Report No.: 8 Location:360 S. Denton Tap Road, Coppell, TX LEVEL5, LLC - J.R. Aguero Owner:Client: Arch.: Gen. Contr.:LEVEL5, LLC - J.R. Aguero Struc. Eng.:Conc. Contr.: Placement Location:Paving Concrete Supplier:Cow Town Redi-MixTruck No:934Ticket No:566513 Mix Designation:260-2Mix Strength:3600 psiBatch Time: 11:39AM Added Water: 5 Gals.Time Added:Unit Wt.: Brandon New5.00 in. FIELD TEST DATA:Tested by:Time Sampled:12:30PMSlump: Air Content: Temperature - Air:52º FConcrete:72º F 4.00 % (P) TypeArea SampleTestTestBreakingBrkReview Diameter Compr. CureIn.In.² NoDateAgeTypby Load,lbsStr.,psi 03/28/2013 839857Lab4.0012.565196841405DME 04/18/2013 8398628Lab4.0012.56639045090DME 04/18/2013 8398728Lab4.0012.566384050803DME 04/18/2013 8398828Lab4.0012.566368050703DME 05/16/2013 8398956Lab Sampling in accordance with (iaw) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard. Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P), temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617. Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39. FIELD CURING CONDITIONS: InsulatedCooledIce Curing Box X No Curing BoxHeatedCapsOther Remarks: Final Review By: DME Print Date:04/19/2013 BR01 Concrete Cylinders Strength Report ECS Texas, LLP 4950 Keller Springs Road, Suite 480 Addison, TX 75001 Project :Set Designation:F 5924-B (972) 392-3222 [Phone] Cast Date: (972) 392-0102 [FAx] 03/21/2013 Design Strength: 3600 psi Project:Neighborhood Credit Union Report No.: 9 Location:360 S. Denton Tap Road, Coppell, TX LEVEL5, LLC - J.R. Aguero Owner:Client: Arch.: Gen. Contr.:LEVEL5, LLC - J.R. Aguero Struc. Eng.:Conc. Contr.: Placement Location:Paving Concrete Supplier:Cow Town Redi-MixTruck No:940Ticket No:566529 Mix Designation:260-2Mix Strength:3600 psiBatch Time: 01:12PM Added Water: 10 Gals.Time Added:Unit Wt.: Brandon New4.75 in. FIELD TEST DATA:Tested by:Time Sampled:02:54PMSlump: Air Content: Temperature - Air:52º FConcrete:72º F 3.20 % (P) TypeArea SampleTestTestBreakingBrkReview Diameter Compr. CureIn.In.² NoDateAgeTypby Load,lbsStr.,psi 03/28/2013 839907Lab4.0012.564169633203DME 04/18/2013 8399128Lab4.0012.565651245001DME 04/18/2013 8399228Lab4.0012.565446443303DME 04/18/2013 8399328Lab4.0012.565603244602DME 05/16/2013 8399456Lab Sampling in accordance with (iaw) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard. Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P), temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617. Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39. FIELD CURING CONDITIONS: InsulatedCooledIce Curing Box X No Curing BoxHeatedCapsOther Remarks: Final Review By: DME Print Date:04/19/2013 BR01 Concrete Cylinders Strength Report ECS Texas, LLP 4950 Keller Springs Road, Suite 480 Addison, TX 75001 Project :Set Designation:G 5924-B (972) 392-3222 [Phone] Cast Date: (972) 392-0102 [FAx] 03/21/2013 Design Strength: 3600 psi Project:Neighborhood Credit Union Report No.: 10 Location:360 S. Denton Tap Road, Coppell, TX LEVEL5, LLC - J.R. Aguero Owner:Client: Arch.: Gen. Contr.:LEVEL5, LLC - J.R. Aguero Struc. Eng.:Conc. Contr.: Placement Location:Paving Concrete Supplier:Cow Town Redi-MixTruck No:927Ticket No:566551 Mix Designation:260-2Mix Strength:3600 psiBatch Time: 04:05PM Added Water: Time Added:Unit Wt.: Brandon New4.25 in. FIELD TEST DATA:Tested by:Time Sampled:04:40PMSlump: Air Content: Temperature - Air:52º FConcrete:75º F 3.50 % (P) TypeArea SampleTestTestBreakingBrkReview Diameter Compr. CureIn.In.² NoDateAgeTypby Load,lbsStr.,psi 03/28/2013 839957Lab4.0012.565900847003DME 04/18/2013 8399628Lab4.0012.567411259002DME 04/18/2013 8399728Lab4.0012.566643252903DME 04/18/2013 8399828Lab4.0012.567683261102DME 05/16/2013 8399956Lab Sampling in accordance with (iaw) ASTM C172, except that samples may have been taken from the beginning of the load after a minimum discharge of approximately one cubic yard. Cylinder molding and laboratory curing iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P), temperature iaw ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or bonded caps iaw C617. Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39. FIELD CURING CONDITIONS: InsulatedCooledIce Curing Box X No Curing BoxHeatedCapsOther Remarks: Final Review By: DME Print Date:04/19/2013 BR01