Deforest Court-LR020530CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021181.0005
Service Date: May 20, 2002
Client: The Holmes Builders
Attn: Terry Holmes
1406 Halsey Way Suite 100
Carrollton TX 75007
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 2:00pm
Supplier: Redi-Mix
Truck No: 127
Mix I.D. No.: 914MR
Plant: 1
Field Test Data
Test Result
Slump, inches: 3.00
Air Content, %:
Concrete Temperature, o F: 69
Ambient Temperature, o F: 72
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter
No. ID
Ticket No: 18208
8901 Carpenter Fnvy., Suite #100
DallasL Texas 75247
/o~ ,~ R~0-1010
Pro. jeLl. DeForest Court Lot #5
~'~' Single Family Home
Coppell,
S-~-~--~Io Information
Sample Time: 3:1 Opm Date Cast: May 20, 2002
Technician: Phil Green
Weather Conditions: Clear, warm
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier#18
Placement Location: Piers
Specification
5-7
N/A
Area Date
(inches) (sq. inches) Tested
Test Method
ASTM C-143
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
1 1 6.00 28.27 05/27/2002 7 88,170 3,120
I 2 6.00 28.27 05/27/2002 7 92,470 3,270
Average 3,200
1 3 06/17/2002 28
1 4 06/17/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Phil Green Re'vi!ed ~~a~l~
Report Distribution: H~ring
(1) The Holmes Builders
(1) City of Coppell - Constr Insp , ~
(1) City of Coppell- Bldg Insp Huss~i~d~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 fu~l 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 ~w~o~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021181.0007
Service Date: May 21,2002
8901 Carpenter FnNy., 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 30, 2002
Project: 615 DeForest Court Lot #5
Single Family Home
Coppell, Texas
Project Number: 94021181
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 1:03pm
Supplier: Redi-Mix
Truck No: 103
Mix I.D. No.: 914MR
Water Added Onsite Before Test: 10 Gallons
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %:
Concrete Temperature, o F: 80
Ambient Temperature, o F: 85
Plastic Unit Weight, pcf:
Plant: 91
Ticket No: 157700
Sample Information
Sample Time: 1:50pm
Technician: Robert Sneed
Weather Conditions:
Accumulative Yards: 10
Placement Method: Chute
Sample Locations: See placement location
Placement Location: Piers
Specification Test Method
5.0 Max ASTM C-143
N/A
ASTM C1064
ASTM C-1064
Date Cast: May 21,2002
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
I 1 6.00 28.27 05/28/2002 7 79,170
1 2 6.00 28.27 05/28/2002 7 78,280
Average
I 3 06/18/2002 28
1 4 06/18~2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
2,800
2,770
2,790
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Robert Sneed
Report Distribution:
(1) The Holmes Builders
(1) City of Coppell - Constr Insp
(1) City of Coppell- Bldg Insp
Reviewed by:
HBC Engineering
H~usaad, 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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021148,0008
Service Date: April 30, 2002
ENGINEEI~NG
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
Carmllton TX 75007
Report Date: May 30, 2002
Project: 616 DeForest Court
Single Family Home
Coppell, Texas
Project Number: 94021148
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 11:20am
Supplier: Redi-Mix
Truck No: 273
Mix I.D. No.: 914MR
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: 17684
Sample Information
Sample Time: 12:00pm Date Cast:April 30, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier 14
Placement Location: Piers 12, 14, 18, 22 & 28
Result Specification Test Method
6.00 5-7 ASTM C-143
None
93 ASTM C1064
84 ASTM C-1064
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 05/07/2002 7 64,870 2,290
I 2 6.00 28.27 05/07/2002 7 67,500 2,390
Average 2,340
I 3 6.00 28.27 05/28/2002 28 100,880 3,570
I 4 6.00 28.27 05/28/2002 28 99,860 3,530
Average 3,550
Services - Obtain samples of fresh 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 - 81dg Insp
Reviewed by:
ineering
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 resuits 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, s~o,~,,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021148.0010
Service Date: May 1,2002
8901 Carpenter Fnt~y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: The Holmes Builders
Arm: Jon DostedJDean Trudell
1406 Halsey Way Suite 100
Carrollton TX 75007
Report Date: May 30, 2002
Project: 616 DeForest Cou[t
Single Family Home
Coppell, Texas
Project Number: 94021148
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 9:33am Plant: 1
Supplier: Redi-Mix
Truck No: 203
Mix I.D. No.: 914MR
Field Test Data
Test
Ticket No: 17728
Sample Information
Sample Time: 10:45am Date Cast: May 1, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier 23
Placement Location: Piers 19, 23, 30, 38, 39
Result Specification Test Method
Slump, inches: 6.00 5-7 ASTM C-143
Air Content, %: N/A
Concrete Temperature,o F: 88 ASTM C1064
Ambient Temperature, o F: 84 ASTM C-1064
Plastic Unit Weight, pcf:
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 1 6.00 28.27 05/08/2002 7 65,270 2,310
1 2 6.00 28.27 05/08/2002 7 62,930 2,230
Average 2,270
1 3 6.00 28.27 05/29/2002 28 103,230 3,650
1 4 6.00 28.27 05/29/2002 28 103,460 3,660
Average 3,660
Services - Obtain samples of fresh 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:
H_B.~ngi~neering
Hussein H Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repert 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~LLW~,F~.~.~