Deforest Court-LR020429CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021129.0010
Service Date: April 18, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: The Holmes Builders
Attn: Dean Trudell
1406 Halsey Way Suite 100
Carrollton TX 75007
Report Date: April 29, 2002
Project: Single Family Home
~ 632 De___Fores_t Court
Project Number: 94021129
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 4:15pm
Supplier: Redi-Mix
Truck No: 217
Mix I.D. No.: 914
Plant: 1
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 17343
Sample Information
Sample Time: 5:15pm Date Cast:April 18, 2002
Technician: Phil Green
Weather Conditions: Cloudy, warm
Accumulative Yards: 30
Placement Method: Crane & Bucket
Sample Locations: Pier #23
Placement Location: Piers
Result Specification Test Method
4.00 5-7 ASTM C-143
1.7 N/A ASTM C-231
87 ASTM C1064
85 ASTM C-1064
Age at
Test
(days)
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches.) Tested
1 1 6.00 28.27 04/25/2002
I 2 6.00 28.27 04/25/2002 7
Average
1 3 05/16/2002 28
1 4 05/16/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
75,350 2,660
73,740 2,610
2,640
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Phil Green
Report Distribution:
(1) The Holmes Builders
(1) City of Coppell - Constr Insp
(1) City of Coppell- Bldg Insp
Reviewed by:
HBC Engineering
Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021129.0012
Service Date: April 19, 2002
8901 Carpenter Envy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: The Holmes Builders
Attn: Dean Trudell
1406 Halsey Way Suite 100
Carrollton TX 75007
Report Date: April 29, 2002
Project: Single Family Home
632 DeForest Court
Coppell, Texas
Project Number: 94021129
Material Information
Specified Strength: 3000 psi @ 26 Days
Batch Time: 3:45pm
Supplier: Redi-Mix
Truck No: 108
Mix I.D. No.: 914
Plant: 1
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 17410
Sample Information
Sample Time: 5:30pm Date Cast:April 19, 2002
Technician: Phil Green
Weather Conditions: Overcast
Accumulative Yards: 30
Placement Method: Crane & Bucket
Sample Locations: Pier #37
Placement Location: Piers
Result Specification Test Method
3.00 5-7 ASTM C-143
2.2 N/A ASTM C-231
88 ASTM C1064
87 ASTM C-1064
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 04/26/2002 7
1 2 6.00 28.27 04/26/2002 7
Average
1 3 05/17/2002 28
1 4 05/17/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
61,870 2,190
63,210 2,240
2,220
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Phil Green
Report Distribution: HB~ring
(1) The Holmes Builders
(1) City of Coppell - Constr Insp Reviewed by:
(1) city of Coppell - Bldg Insp Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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