Coppell Trade-LR051111· CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0133
Service Date: October 13, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
8901 Carpenter Fn,vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Project: ~oppell Tr, aQe Center - ~ _
NWC- -S__a._n_d~ rt P k~y~,~
Coppel,, TX
Project No.: 94051190 ~./~'~/ .7
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:00am Plant: 141
Supplier: TXI
Truck No: 574 Ticket No: 136256
Mix I.D. No.: 8206
Water Added Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0Gallons
Sample Information
Sample Time: 8:30am
Technician: Edc G. Jernigan
Weather Conditions: Clear, cool and mild
Accumulative Yards: 70
Placement Method: Direct Discharge
Sample Locations: At 4
Date Cast: October 13, 2005
Placement Location: Pavement on W side of building adjacent to
Lines 3 to 8
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
6.25
3.5
94
75
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Specification
Test Method
3-5 ASTM C143
3-7 ASTM C231
ASTM C1064
ASTM C1064
ASTM Cl 38
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
10/20/2005 7 99,150 3,510
10/20/2005 7 103,160 3,650
Average 3,580
11/10/2005 28 131,890 4,660
11/10/2005 28 130,520 4,620
Average 4,640
Comments: Not tested for plastic unit weight.
Tested Truck #64 twice. Too wet first test and also too wet for second test. 30 yard load
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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
indiceted above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicetive of the properties of other apparently similar or identical
materials,
Page 1 of 2 ~,~c~,
,CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0133
Service Date: October 13, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
"lrr=rracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: November 11, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 9:45am
Supplier: TXI
Truck No: 112
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: 141
Ticket No: 136470
0 Gallons
0 Gallons
Sample Information
Sample Time: 10:20am Date Cast: October 13, 2005
Technician: Eric G. Jemigan
Weather Conditions:Sunny, clear and mild
Accumulative Yards: 170
Placement Method: Direct Discharge
Sample Locations: At 6.5 on W side
Placement Location: Pavement on SW side of building Lines 3-8
on W side
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 4.1
Concrete Tempereture,° F: 95
Ambient Temperature, o F: 83
Plastic Unit Weight, pcf:
Laboratory Test Data
set specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3 6.00 28.27
2 4 6.00 28.27
Specification
3-5
3-7
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
10/20/2005 7 100,830 3,570
10/20/2005 7 97,490 3,450
Average 3,510
11/10/2005 28 127,650 4,510
11/10/2005 28 129,210 4,570
Average 4,540
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Eric G. Jemigan
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStruct ures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc Ina
(1) McFadden & Miller
(1) Macatee Engineering Inc
Reviewed by: SRer~?;~pDr ;j eRc~y~Sa ~E~. e r~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivery for the use of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and ara not necessarily indicative of the properties of other apparently similar or identical
materials.