Coppell Trade-LR050923 (2)CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0111
Service Date: August 25, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
"lrerfar'on
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: September 23, 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: 6:22am
Supplier: TXI
Truck No: 922
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data Test
Plant: 141
Ticket No: 107032
0Gallons
0Gallons
Result
Slump, inches: 10
Air Content, %: 4.6
Concrete Temperature,° F: 104
Ambient Temperature, o F: 89
Plastic Unit Weight, pcf: N/A
Laboratory Test Data
Sa_~.~_ple Information
sample Time: 7:03am
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
Date Cast: August 25, 2005
Technician: Sergio Roddguez
Weather Conditions: Warm
Accumulative Yards: 130
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: S side Paving
Specification
Test Method
3-5
3-7
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
09/01/2005 7 77,300 2,730
d tests and cast compressive
Comments: * Does not comply with specified strength.
Services - Obtain samples of fresh concrete at the placement
strength samples.
09/01/2005 7 75,860 2,68~.~,,-.
Average ~ ~1~
09/22/2005 28 96,240 ~
09/22/2005 ~ 98,460 ~__3,4~Lr I
Av age 3,440
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 wriffen 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 indicative of the properties of ether apparently similar or identical
materials. Page 1 of 3 0~ EML~ROI-Futara KaY
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0111
Service Date: August 25, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'1 rerracon
8901 Carpenter Fn~,, Ste #100
Dallas, Texas 75247
(214) 63(%1010
Report Date: September 23, 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: 7:44am
Supplier: TXI
Truck No: 64
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data Test
Plant: 141
Ticket No: 1071
0Gallons
0 Gallons
Result
Slump, inches: 6.00
Air Content, %: 4.6
Concrete Temperature, o F: 104
Ambient Temperature, o F: 89
Plastic Unit Weight, pcf: N/A
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
Sample Information
sample Time: 8:30am Date Cast:August 25, 2005
Technician: Sergio Rodriguez
Weather Conditions: Warm
Accumulative Yards: 130
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Pavement, S side
Specification Test Method
3-5
3-7
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
09/01/2005 7 86,530 3,060
09/01/2005 7 87,410 3,090
Average 3,080
09/08/2005 14 133,910 4,740
09/22/2005 28 147,300 5,210
Comments:
NOTE: Truck #922 came to job site with a 10" slump, see attached sketch
for placement of the concrete for this.
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
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 are not necessarily indicative of the properties of other apparently similar or identical
Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
Client: Coppell Trade Center LP
'1 rermcon
Project Number:94051190
Report Number: 94051190.0111
Comments (cont'd):
Field Results Reported To: Superintendent
Technician: Sergio Rodriguez
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering
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 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 indicative of the properties of other apparently similar or identical
materials.
9.50'
OR AN
ORAY
EQUAL)'--
L
RATE INLET