Coppell Trade-LR050711CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0030
Service Date: June 9, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrefracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 11, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time:
Supplier:
Truck No:
Mix I.D. No.:
Ticket No:
Sample Information
Sample Time: Date Cast: June 8, 2005
Technician: Contractor Made
Weather Conditions:
Placement Method:
Sample Locations: Footings @ B, C, D/20, 21; E/21
Placement Location: Footings
Field Test Data
Test Result Specification Test Method
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
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)
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
1 1 6.00 28.27 06/15/2005 7 94,550 3,340
1 2 6.00 28.27 07/06/2005 28 114,840 4,060
1 3 6.00 28.27 07/06/2005 28 118,770 4,200
Average 4,130
Comments: Not tested for plastic unit weight.
Services - Pick up test cylinders cast by others and return them to the laboratory for curing and testing.
Technician: Burl E. Thomas
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) city of Copp~l TX
(1) City o1' Coppell TX
(1) Merriman Assoc Inc f~?~/'~ ./../'iay~a~a~r
(1) McFadden & Miller Reviewed by:
(1) Macate, Engineering Inc
The tests ~re ~do~ed in general accordance ~th appli~ble ASTM, ~SHTO, or DOT t~t methods..This repo~ is ~clusNely for the u~ of the client
indi~t~ a~ve and shall n~ ~ mpr~uced except in full w~ho~ the wHffen consent of our company. Test results tmnsm~ed heroin are only applicable
to the actual samples tested at the location(s) referenced and are not ne~s~r[~ indicative of the pretties of other apparently similar or identi~l
materials.
Page 1 of 1
FIELD DENSITY TESTING
Report Number: 94051190.0056
Service Date: June 27, 2005
'lrl ffEicon
8901 Carpenter Frwy, Ste #100
Dal[as, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: July 11, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
1. 510810045 ASTM D 698 Reddish brown sandy clay (lime treated)
24.2 94.1 -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) (%) (pct') (% compaction)
Building Pad Finish Grade
347 B/19.5 FG 1 6 26.0 91.4 97
348 D.5/19.5 FG 1 6 25~8 92.5 98
349 A.5/18.5 FG 1 6 26.6 92.2 98
350 C.5/18.5 FG 1 6 26.3 92.0 98
351 C/17.5 FG 1 6 24.9 93.1 99
352 E/17.5 FG 1 6 26.5 92.4 98
353 B.5/16.5 FG 1 6 26.2 92.4 98
354 D.5/16.5 FG 1 6 25.8 91.6 97
355 B/15.5 FG 1 6 25.5 92.1 98
356 C.5/15.5 FG 1 6 26.1 93.4 99
Datum: FG =final grade
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
Gauge ID: 2207
Technician; Laramie S. Chronister
Field Results Reported To: Henry
Report Distribution:
(1) Coppell Trade Center LP
(1) Techr~iStruclures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc In¢
(1) ~v~Fadden & Miller
(1) Macatee Engineering Inc
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.