Deforest Court-LR020524CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021148.0002
Service Date: April 25, 2002
Client: The Holmes Builders
Attn: Jon Dostert/Dean Trudell
1406 Halsey Way Suite 100
Carmllton TX 75007
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 11:10am
Supplier: Redi-Mix
Truck No: 157
Mix I.D. No.: 914MR
Plant: I
Ticket No: 17567
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
8g01 Garpenter Fva, y., Suite #100
Dallas, Texas 75247
(214) 630-1010
~oject: 616 DeForest Court J
Single Family Home~
Coppell, Te~
~r, zziect Num ..~21148
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: Pier 6
Placement Location: Piers 1,2, 3, 4 & 6
Result Specification Test Method
5.50 5-7 ASTM C-143
None
90 ASTM Cl 064
69 ASTM C-1064
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 I 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 6.00 28.27 05/23/2002 28 91,410 3,230
1 4 6.00 28.27 05/23/2002 28 87,910 3,110
Average 3,170
Services -
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
Technician: Steve Campbell ~k ~~¢' ~~'
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 Mar~ager
The tests were pedorm~ in general accordance with applicable ASTM, ~SHTO, or DOT test methods. This mpod is ~clusiveiy for the use of the client
indicat~ above and shall not be reproduced except in full ~thout the wri~en approval of Terracon. Test results tmnsmiff~ herein am only applicable
to the actual samples tested at the location(s) refemnc~ and are not necessarily indicative of the pro.Ales of other apparently similar or identical
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REPORT OF DRILLED PIER OBSERVATION
Report Number: 94021181.0003
Service Date: May 14, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: The Holmes Builders
Attn: Terry Holmes
1406 Halsey Way Suite 100
Carrollton TX 75007
Report Date: May 24, 2002
Project: 615 DeForest Court Lot #5
Single Family Home
Coppell, Texas
Project Number: 94021181
Services:
Drilled pier observation.
On this date, an HBC Engineering technician arrived at the above referenced jobsite as scheduled for
drilled pier observation. HBC's technician observed the drilling of pier test holes to determine
the suitability of the underreamed piers.
Technician: Phil Green
Report Distribution: H~eering
(1) The Holmes Builders Reviewed by:
(1) City of Coppell - Constr Insp ~ - E
Hussein H. Abusaad, P..
(1) City of Coppell - Bldg Insp 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
materials.
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