Deforest Court-LR020507CONCRETE COMPRESSIVE STRENGTH TEST
RePort Number: 94021148.0004
Service Date: April 26, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: The Holmes Builders
Attn: Jon Dostert/Dean Trudell
1406 Halsey Way Suite 100
Carrollton TX 75007
Report Date: May 07, 2002
Project: 616 DeForest Court
Single Family Home
Coppell, Texas
Project Number: 94021148
Ma terial In formation
Specified Strength: 3000 psi @ 28 Days
Batch Time: 10:48am
Supplier: Redi-Mix
Truck No: 149
Mix I.D. No.: 914MR
Plant: 91
Ticket No: 156484
Sample Information
Sample Time: 1:20pm Date Cast: April 26, 2002
Technician: Steve Campbell
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier 24
Placement Location: Piers 10, 11, 16, 17, 20, 21 and 24
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result Specification Test Method
6.00 5-7 ASTM C-143
N/A ASTM C-231
93 ASTM C1064
62 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27
1 2 6.00 28.27
05/03/20C
Age at Maximum Compressive
Test Load Strength
Average 2,490
1 3 05/24/2002 28
1 4 05/24/2002 28
Services
Obtain samples of fresh concrete at the placement locations, ped'orm required field tests and cast compressive
strength samples.
Technician: Steve Campbell
Report Distribution: .~ .HBC Engineering
(1) The Holmes Builders Reviewed by: ~
(1) City of Coppell - Constr Insp
(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 propedies of other apparently similar or identical
rnatedals.
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CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021148.0002
Service Date: April 25, 2002
ENGINEERING
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: The Holmes Builders
Attn: Jon Dostert/Dean Trudell
1406 Halsey Way Suite 100
Carrollton TX 75007
Report Date: May 07, 2002
Project: 616 DeForest Court
Single Family Home
Coppell, Texas
Project Number: 94021148
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 11:10am Plant: 1
Supplier: Redi-Mix
Truck No: 157
Mix I.D. No.: 914MR
Ticket No: 17567
Sample Information
sample Time: 12:30pm Date Cast: April 25, 2002
Technician: Steve Campbell
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Crane & Bucket
Sample Locations: Pier6
Placement Location: Piers 1, 2, 3, 4 & 6
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %:
Concrete Temperature, o F: 90
Ambient Temperature, o F: 69
Plastic Unit Weight, pcf:
Laboratory Test Data
Specification Test Method
5-7 ASTM C-143
None
ASTM C1064
ASTM C-1064
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
I 1 6.00 28.27 05/02/2002 7 61,160 2,160
1 2 6.00 28.27 05/02/2002 7 60,940 2,150
Average 2,160
1 3, 05/23/2002 28
1 4 05/23/2002 28
Services - Obtain samples of flesh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Steve Campbell
Report Distribution:
(1) The Holmes Builders
(1) City of Coppell - Constr Insp
(1) City of Coppell- Bldg Insp
Reviewed by:
HBC~ng
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.
Page 1 of 1 o~.~.~