Coppell Trade-LR060116FIELD DENSITY TESTING
Report Number: 94051190.0179
Service Date: January 9, 2006
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
Report Date: January 16, 2006
Project:
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Material Laboratory Content Weight Content Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
1. 510810065 ASTM D 698 Crushed limestone flexible base 8.4 124.8 -2/+2 95
2. 510810001 ASTM D 698 Light brown & brown clay w/sand & gravel 19.8 101.6 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (%compaction)
Spread Footings
448 Retest of Test #447, dated 1/6/06 1 6 8.9 122.3 98
Drive Approach
449 SW of job site Final 2 6 20.4 100.9 99
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Technician: Armaodo Rendon
Field Results Reported To: Superintendent
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) Cily of Coppell TX
(1) City of Coppell TX
(1) Merdman Assoc loc
(1) McFadden & Miller
(1) Macatee Engineering loc
Robert D. Ray,
Senior Project Manger
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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0176
Service Date: January 6, 2006
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
Report Date:January 16, 2006
Project:
rerfacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 6:33am Plant: 31
Supplier: TXI
Truck No: 136
Mix I.D. No.: 9506
WaterAdded Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0Gallons
Field Test Data
Test Result
Slump, inches: 4.00
Air Content, %: 1.3
Concrete Temperature,° F: 57
Ambient Temperature, o F: 40
Plastic Unit Weight, pcf: 146.0
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3
1 4
Ticket No: 182053
Sample Information
sample Time: 7:20am Date Cast: January 6, 2008
Technician: Barry Cuble
Weather Conditions: Clear and cool
Accumulative Yards: 10/15
Placement Method: Direct Discharge
Sample Locations: 5-25' W of building
Placement Location: Retaining Wall Spread Footing
Specification Test Method
3-5
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/13/2006 7 109,370 3,870
01/13/2006 7 111,700 3,950
Average 3,910
02103/2006 28
02/03/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples,
Technician: Barry Cuble
Report Distribution:
(1) Co.ell Trade Center LP (1) Merdrnan Assoc Inc
(1) TechnlStructures (1) McFadden & Miller Reviewed by:
(1) City of Cop. Il TX (1) Macatee Engi.eerlng .nc
(1) City of Coppell TX 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 consent of our company. Test results transmitted herein ara 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 I o~ ~.o~.F~.. ~.~