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Denton Tap 1A-LR051202ECS - Texas~ LLP 4950 Keller Springs Road, Suite 480 Addison, TX 75001 (972) 392-3222 (FAX) 392-0102 December 2, 2005 Little Diversified Arch. Consulting 5001 Spring Valley Road, Suite 282-W Providence Towers Dallas, TX 75244 ATTN: Ms. Kathryn E. Rabuse ECS Job # 19:4236-A Permits: Location: 131 N. Denton Tapp Road Coppell, TX We are enclosing: X Materials Engineering Division Reports X For your use X As requested CC: Centex Construction Co. - Claud Bolton Centex Construction Co. - Robert Boe Wachovia Corporate Real Estate - Ken Clausen Little Diversified Arch. Consultants - Philip F. Ritchie City ofCoppell - Lee Stone City ofCoppell - Larry Davis Little Diversified Arch. Consulting - Jaime Nenclares ENCL: Field Report # 25 Daniel Franklin, P.E. Presidem/Principal Engineer 4950 Keller Springs Road, Suite 480 Addison, TX 75001 (972) 392-3222 (FAX) 3924102 CONCRETE, GROUT, AND MORTAR TESTS LETTER OF TRANSMITTAL TO: Little Diversified Arch. Consulting 5001 Spring Valley Road, Suite 282-W Providence Towers Dallas, TX 75244 ATTN: Ms. Kathryn E. Rabuse JOB NO.: 004236A DATE: 12/02/2005 RE: Wachovia - Coppell PERMIT #: LOCATION: 131 N. Denton Tapp Road, Coppell, TX Dallas County County We are enclosing: X Attached X Materials Engineering Division Concrete Reports: 7, 8 X For Your Use X As Requested CC: Centex Construction Co. - Claud Bolton Centex Construction Co. - Robert Boe Wachovia Corporate Real Estate - Ken Clausen Little Diversified Arch. Consultants - Philip F. Ritchie City of Coppell - Lee Stone City ofCoppell - Larry Davis Little Diversified Arch. Consulting - Jaime Nenclares By: Daniel Franklin, P.E. President/Principal Engineer te.~ SET ion Services Manager (972) 392-3222 (FAX) 392-0102 Project: Wachovia - Coppell Location: 131 N. Denton Tapp Road, Coppell, TX Concrete Cylinders Strength Report Project: 4236-A Set Designation: A Cast Date: 11/04/2005 Design Strength: 3500 psi Report No.: 7 Owner: Wachovia Corporate Real Estate - Ken Client: Little Diversified Arch. Consultants - Arch.: Little Diversified Arch. Consulting - Jaime Gen. Contr.: Centex Construction Co. - Struc. Eng.: Cone. Contr.: Placement Location: Paving, south and east sides of building, sampled 40'S/25'E of NE building comer. Concrete Supplier: Southern Star Truck No: 1020 Ticket No: 1013333 Mix Designation: 7752 Mix Strength:3600 psi Batch Time: 05:I9AM Added Water: Time Added: Unit Wt.: FIELD TEST DATA: Tested by:Marvin R. Hanks, III Time Sampled:06:05AM Slump:4.50 in. Temperature - Air: 63° F ',oncrete: 73° F Air Content:4.40 % (p) Sample Test Test Type Diameter Area Breaking Compr.. Brk Break Review No Date Age Cure In. In.2 Load,lbs Str.,ps~ Typ by by 23781 11/11/2005 7 Lab 6.00 28.27 105216 3720 JBA1 23782 12/02/2005 28 Lab 6.00 28.27 133600 4730 JBA1 23783 12/02/2005 28 Lab 6.00 28.27 123680 4370 JBA1 23784 sp Lab 6.00 28.27 ;ampling in accordance with (iaw) ASTM C172, except that samples may have been taken from the beginning of the load alt~, a minimum discharge of approximately one cubic yard. dinder molding and laboratory cudng iaw ASTM C31, compressive strength test and break type iaw ASTM C39, slump iaw C143, air content iaw ASTM Cl 73 (V) or C231 (P), temperature law ASTM C1064, and unit weight law ASTM C138. Cylinders are tented using unbcoded caps iaw ASTM C1231 or are capped using sulphur mortar iaw C6t 7. Break Types are classified as: Type 1,2, 3, 4, 5, or 6 iaw C39-04a FIELD CUR1NG CONDITIONS: Curing Box Insulated Cooled Ice X No Curing Box Heated X Caps Other Remarks: Final Review By: JBAI Print Date: 12/02/2005 4950 Keller Springs Road, Suite 480 Addison, TX 75001 (972) 392-3222 (FAX) 392-0102 Project: Wachovia - Coppell Location: 131 N. Denton Tapp Road, Coppell, TX Concrete Cylinders Strength Report Project: 4236-A Set Designation: B Cast Date: 11/04/2005 Design Strength: 3600 psi Report No.: 8 Owner: Wachovia Corporate Real Estate - Ken Arch.: Little Diversified Arch. Consulting - Jaime Struc. Eng.: Client: Little Diversified Arch. Consultants - Gen. Contr.: Centex Construction Co. - Conc. Contr.: Placement Location: Paving, south and east sides of building, sampled 20'S/40'E of SW building comer. Concrete Supplier: Southern Star Truck No: 008 Ticket No: 1013337 Mix Designation: 7752 Mix Strength: 3600 psi Batch Time: 06:00AM Added Water: Time Added: Unit Wt.: FIELD TEST DATA: Tested by:Marvin R. Hanks, III Time Sampled:06:50AM Slump:4.25 in. Temperature - Air: 63° F Concrete: 75° F Air Content:4.60 % (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 23785 1 I/11/2005 7 Lab 6.00 28.27 112832 3990 JBA 1 23786 12/02/2005 28 Lab 6.00 28.27 138240 4890 JBA1 23787 12/02/2005 28 Lab 6.00 28.27 138048 4880 4 JBAI 23788 sp Lab 6.00 28.27 Cylinder molding and laborato{y cudng law ASTM C31, compressive strength test and break type law ASTM C39, slump law C 143, air con~nt law ASTM C 173 (V) or C231 (P), temperature iaw ASTM C1064, and unit weight law ASTM C138. Cylinders are tested using unbonded caps law ASTM C1231 or are capped using sulphur mortar iaw C617. Break Types are dassigad as: Type 1,2, 3, 4, 5, or 6 law C39-04a FIELD CURING CONDITIONS: Curing Box Insulated Cooled Ice X No Curing Box Heated X Caps Other Remarks: Final Review By: %~"~;~'~ ~ JBAI Print Date: 12/02/2005 ECS - Texas, LLP 4950 Keller Springs Ro~d, Suite 480 Addison, TX 75001 (972) 392-3222 (FAX) 3924~102 CONCRETE, GROUT, AND MORTAR TESTS LETTER OF TRANSMITTAL TO: Little Diversified Arch. Consulting 5001 Spring Valley Road, Suite 282-W Providence Towers Dallas, TX 75244 ATTN: Ms. Kathryn E. Rabuse JOB NO.: 004236A DATE: 12/02/2005 RE: Wachovia - Coppell PERMIT #: LOCATION: 131 N. Denton Tapp Road, Coppell, TX Dallas County County We are enclosing: X Attached X Materials Engineering Division Concrete Reports: 8 X For Your Use X As Requested CC: Centex Construction Co. - Claud Bolton Centex Construction Co. - Robert Boe Wachovia Corporate Real Estate - Ken Clausen Little Diversified Arch. Consultants - Philip F. Ritchie City ofCoppell - Lee Stone City ofCoppell - Larry Davis Little Diversified Arch. Consulting - Jaime Nenclares By: Daniel Franklin, P.E. President/Principal Engineer Jason Allen, SET Construction Services Manager Project: Wachovia - Coppell Location: 131 N. Denton Tapp Road, Coppell, TX Concrete Cylinders Strength Report Project: 4236-A Set Designation: B Cast Date: 11/04/2005 Design Strength: 3600 psi Report No.: 8 Owner: Wachovia Corporate Real Estate - Ken Client: Little Diversified Arch. Consultants - Arch.: Little Diversified Arch. Consulting - Jaime Gen. Contr.: Centex Construction Co. - Struc. Eng.: Conc. Contr.: Placement Location: Paving, south and east sides of building, sampled 20'S/40'E of SW building comer. Concrete Supplier: Southern Star Truck No: 008 Ticket No: 1013337 Mix Designation: 7752 Mix Strength: 3600 psi Batch Time: 06:00AM Added Water: Time Added: Unit Wt.: FIELD TEST DATA: Tested by:Marvin R. Hanks, II1 Time Sampled:06:50AM Slump:4.25 in. Temperature - Air: 63° F Concrete: 75° F Air Content:4.60 % (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 23785 11/11/2005 7 Lab 6.00 28.27 112832 3990 DLF 23786 12/02/2005 28 Lab 6.00 28.27 138240 4890 DLF 23787 12/02/2005 28 Lab 6.00 28.27 4 23788 sp Lab 6.00 28.27 Sampling in accordance with 0a~) ASTM C172, except that samples may have been taken from the beginning of the load aft{ ' a minimum discharge of approximately one cubic yard. Cylinder molding and laboratory cudng law ASTM C31, compressive strength test and break type law ASTM C39, slump law C 143, air content iaw ASTM C173 (V) or C231 (P), temperature law ASTM C1064, and unit weight law ASTM C138. Cylindem are tested using un~nded caps law ASTM C1231 or are cappe~ using sulphur modar law C617. Break Types are dassiged as: Type 1,2, 3, 4, 5, or 6 law C39-04a FIELD CURING CONDITIONS: Curing Box Insulated Cooled Ice X No Curing Box Heated X Caps Other Remarks: Final Review B3 JBAI Print Date: 12/02/2005