Grand Cove-LR 940720Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 94.1075
CLIENT: Frank Bamburg Building Co. DATE: 20 July 1994
PROJECT: Grand Cove Estates, Coppell, TX SUPPLIER:
LOCATION OF POUR SET 1: Sanitary sewer manhole, line A, Station 6 50
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1
SET 2 MIX NO.
Truck No. Cement
Ticket No. Flyash
Time Batched Sand
Time Sampled in.
Concrete Temp. ASTM C1064) 1 .0 in.
Air Content (ASTM C231) Water
Unit Weight (ASTM C139) Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C39) (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28 Day
(ASTM C143) psi Strength
7 7 07/27/94 107,700 3810
8 28 08/17/94 136,200 4820
9 28 08/17/94 140,000 4950
28 Day Average 4880
NOTE: Cylinders and all information furnished by contractor.
TECHNICIAN: Contractor
DISTRIBUTION:
(1) Frank Bamburg Building Co., Frank Bamburg
(1) C. W. Young Construction
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229
4200
(214) 351 -6419 Fax (214) 351 -5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 94.1075
CLIENT: Frank Bamburg Building Co. DATE: 20 July 1 994
PROJECT: Grand Cove Estates, Coppell, TX SUPPLIER:
LOCATION OF POUR SET 1: Concrete patch on Bethel School Road, Sanitary
Sewer Line A, Station 0 +10
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. Cement
Ticket No. Flyash
Time Batched Sand
Time Sampled in.
Concrete Temp. (ASTM c1064) 1 .0 in.
Air Content (ASTM C231) Water
Unit Weight (ASTM C138) Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM cis) (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28 -Day
(ASTM C1431 psi Strength
4 5 07/25/94 104,400 3690
5 28 08/17/94
6 28 08/17/94
NOTE: Cylinders and all information furnished by contractor.
TECHNICIAN: Contractor
DISTRIBUTION:
(1) Frank Bamburg Building Co., Frank Bamburg
(1) C. W. Young Construction
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229
28 -Day Average 3000
(214) 351 -6419 Fax (214) 351 -5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 94.1075
CLIENT: Frank Bamburg Building Co. DATE: 20 July 1994
PROJECT: Grand Cove Estates, Coppell, TX SUPPLIER:
LOCATION OF POUR SET 1: Concrete patch on Bethel School Road, Sanitary
Sewer Line A, Station 0 +10
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1
SET 2 MIX NO.
Truck No. Cement
Ticket No. Flyash
Time Batched Sand
Time Sampled in.
Concrete Temp. (ASTM closet) 1.0 in.
Air Content (ASTM C231) Water
Unit Weight (ASTM C138) Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS IASTM C391
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28 -Day
(ASTM C143) psi Strength
4 5 07/25/94 104,400 3690
5 28 08/17/94 134,300 4750
6 28 08/17/94 126,000 4460
28 -Day Average 4600
NOTE: Cylinders and all information furnished by contractor.
TECHNICIAN: Contractor
DISTRIBUTION:
(1) Frank Bamburg Building Co., Frank Bamburg
(1) C. W. Young Construction
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229
(Standard 6 inch x 12 inch cylinder)
3000
(214) 351 -6419 Fax (214) 351 -5148
CLIENT: Frank Bamburg Building Co.
LOCATION
TECHNICIAN: CDJ
DISTRIBUTION:
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
2870 Walnut Hill Lane Dallas, Texas 75229
REPORT OF IN -PLACE DENSITY TESTS
MATERIAL DESCRIPTION: 1) On -Site Fill Tan Sand with Grey Clay
2) On -Site Fill Tan Brown Sandy Clay
ASTM D 698 STANDARD PROCTOR: 11 113.0 pcf 12.0% Moisture
2) 107.0 pcf 16.0% Moisture
(1) Frank Bamburg Building Co., Frank Bamburg
(1) C. W. Young Construction
(1) City of Coppell, Garreth Campbell
DATE: 20 July 1994
PROJECT: Grand Cove Estates, Coppell, TX JOB NO.: 94.1075
MOISTURE DRY PERCENT REQUIRED
PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION
PCF
Backfill Over Water Lines
18) Wales Ct., Block A, Lot 17 1 Fin. Sub. 1 1 .9 110.1 97.4 95
19) Wales Ct., Block A, Lot 18 2 Fin. Sub. 14.7 105.6 98.7 Optimum 2%
20) Wales Ct., Block A, Lot 20 2 Fin. Sub. 15.7 108.3 101.2
(214) 351 -6419 Fax (214) 351 -5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF CONCRETE TESTS JOB NO.: 94.1075
CLIENT: Frank Bamburg Building Co. DATE: 20 July 1994
PROJECT: Grand Cove Estates, Coppell, TX SUPPLIER:
LOCATION OF POUR SET 1: Sanitary sewer manhole, line A, Station 6 50
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. Cement
Ticket No. Flyash
Time Batched Sand
Time Sampled in.
Concrete Temp. (ASTM C10641 1.0 in.
Air Content (ASTM 0231) Water
Unit Weight (ASTM C138) Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C39) (Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28 -Day
(ASTM C143) psi Strength
7 7 07/27/94 107,700 3810
8 28 08/17/94
9 28 08/17/94
NOTE: Cylinders and all information furnished by contractor.
TECHNICIAN: Contractor
DISTRIBUTION: (1) Frank Bamburg Building Co., Frank Bamburg
(1) C. W. Young Construction
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229
28 -Day Average 4200
(214) 351 -6419 Fax (214) 351 -5148