Denton Tap 1A-LR051219 4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
r----~-----I (FAX) 3924)102
Project: Wachovia - Coppell
Location: 131 N. Denton Tapp Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 4236-A Set Designation: D
Cast Date: 11/21/2005
Design Strength: 3600 psi
Report No.: 12
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, sample location at the approach of pavement, perpendicular to side street.
Concrete Supplier: Southern Star Truck No: 2 Ticket No: 958427
Mix Designation: 7752 Mix Strength:3600 psi Batch Time: 10:05AM
Added Water: 10 Gals. Time Added: 11:00A Unit Wt.:
FIELD TEST DATA: Tested by: Louis J. DeRossi Time Sampled:l 1:15AM Slump: 5.50 in.
Temperature - Air: 59° F Concrete: 64° F Air Content:4.50 % (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
23996 11/28/2005 7 Lab 6.00 28.27 82304 2910 2 JBA1
23997 12/19/2005 28 Lab 6.00 28.27 125824 4450 1 JBA1
23998 12/19/2005 28 Lab 6.00 28.27 124768 4410 3 JBAI
23999 01/16/2006 56 Lab 6.00 28,27
;ampling (iaw) pt that samples mai ~ginning ly one cubic yard
Cylinder molding and laboratop/cudng 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 are capped using sulphur
mortar iaw C61L Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw C39-04a
FIELD CURING CONDITIONS:
Curing Box Insulated Cooled Ice
X No Curing Box Heated X Caps Other
Remarks:
Final Review By:
JBA 1
Print Date: 12/20/2005
4950 Keller Springs Road. Suite480
Addison, TX 75001
(972) 392-3222
Project: Wachovia - Coppell
Location: 131 N. Denton Tapp Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 4236-A Set Designation: C
Cast Date: 11/21/2005
Design Strength: 3600 psi
Report No.: 11
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, sample location 20'W/30'S of NW building corner.
Concrete Supplier: Southern Star Truck No: 278 Ticket No: 1053908
Mix Designation: 7752 Mix Strength:3600 psi Batch Time: 08:35AM
Added Water: Time Added: Unit Wt.:
FIELD TEST DATA: Tested by: Louis J. DeRossi Time Sampled:09:00AM Slump: 6.75 in.
Temperature - Air: 44° F Concrete: 68° F Air Content:4.00 % (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
23992 11/28/2005 7 Lab 6.00 28.27 98880 3500 4 JBAI
23993 I2/19/2005 28 Lab 6.00 28.27 131520 4650 2 JBAI
23994 12/19/2005 28 Lab 6.00 28.27 123232 4360 2 JBA1
23995 01/16/2006 56 Lab 6,00 28.27
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 laborato~ cudng 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 law ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. Break Types are classified as: Type 1, 2, 3, 4, 5, or fi iaw C39-04a
FIELD CURING CONDITIONS:
Curing Box Insulated Cooled Ice
X No Curing Box Heated X Caps Other
Remarks:
Final Review By:
JBA1
Print Date: 12/20/2005
4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 3924)t 02
Project: Wachovia - Coppell
Location: 131 N. Denton Tapp Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 4236-A Set Designation: B
Cast Date: 11/21/2005
Design Strength: 3500 psi
Report No.: 10
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, sample location 30'N/50'W of NE building comer.
Concrete Supplier: Southern Star Truck No: 1015 Ticket No: 1053957
Mix Designation: 9339 Mix Strength: 3500 psi Batch Time: 05:17AM
Added Water: Time Added: Unit Wt.:
FIELD TEST DATA: Tested by: Louis J. DeRossi Time Sampled:05:40AM Slump: 5.25 in.
Temperature - Air: 35° F Concrete: ;4° F Air Content:5.50 % (p)
Sample Test Test Type Diameter Area Breaking Compr.. Brk Break Review
No Date Age Cure In. In.2 Load,lbs Str.,psl Typ by by
23988 11/28/2005 7 Lab 6.00 28.27 102272 3620 5 JBA1
23989 12/19/2005 28 Lab 6.00 28.27 125664 4440 1 JBA1
23990 12/19/2005 28 Lab 6,00 28.27 126880 4490 I JBAI
23991 01/16/2006 56 Lab 6.00 28.27
;ampling in accordance with (iaw) ASTM Cl 72, except that samples may have been taken from the beginning of the Icad after a minimum discharge of approximately one cubic yard
Cylinder molding and laboratop/curing iaw ASTM C31, compress~,e strength test and break type iaw ASTM C39, slump iaw Cl 43, air content iaw ASTM Ct73 (V} or C231 (P),
temperature law ASTM C1064, and unit weight iaw ASTM C138. Cylinders are tested using unbonded caps iaw ASTM C1231 or are capped using sulphur
mortar iaw C617. Break Types are classified as: Type 1, 2, 3, 4, 5, or 6 iaw 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: 12/20/2005
4950 Keller Springs Road, Suite 480
Addison, TX 75001
(972) 392-3222
(FAX) 3924)102
Project: Wachovia - Coppell
Location: 131 N. Denton Tapp Road, Coppell, TX
Concrete Cylinders Strength Report
Project: 4236-A Set Designation: A
Cast Date: 11/21/2005
Design Strength: 3500 psi
Report No.: 9
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, sample location 20'E/10'N of NE building corner.
Concrete Supplier: Southern Star Truck No: 8 Ticket No: 1053946
Mix Designation: 9339 Mix Strength:3500 psi Batch Time: 03:40AM
Added Water: Time Added: Unit Wt.:
FIELD TEST DATA: Tested by: Louis J. DeRossi Time Sampled:04:15AM Slump: 5.00 in.
Temperature - Air: 38° F Concrete: 65° F Air Content:5.00 % (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
23984 11/28/2005 7 Lab 6.00 28.27 95520 3380 3 JBA 1
23985 12/19/2005 28 Lab 6.00 28.27 133120 4710 1 JBAI
23986 12/19/2005 28 Lab 6.00 28.27 128640 4550 2 JBA1
23987 01/16/2006 56 Lab 6.00 28.27
/linder molding and laboratory curing iaw ASTM C31, compressive strength test anO break type law ASTM C39, slump iaw C143, air content iaw ASTM C173 (V) or C231 (P},
ternperathre iaw ASTM Cl 064, and unit weight iaw ASTM O138. Cylinders are tested using unbonded caps law ASTM O1231 or are capped using sulphur
mortar iaw C617. Break Types are classified as: Type t, 2, 3, 4, 5, or 6 iaw C39~)4a
FIELD CURING CONDITIONS:
Curing Box Insulated Cooled Ice
X No Curing Box Heated X Caps Other
Remarks:
Final Review By:-~'
JBA 1
Print Date: 12/20/2005