Coppell Trade-LR050718FIELD DENSITY TESTING
Report Number: 94051190.0073
Service Date: July 11, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste
Addison TX 75001
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: JuN 18~2005
Project: Copeell Trade ~Bldo ~; ~1
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcO (%) (% compaction)
1. 510810002 ASTM D 698 Dark reddish brown sandy clay 15.2 106.2 >/= Opt 95
2. 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) (%) (pcf) (% compaction)
Spread Footing Bearing
357 A/3.3 5.9' BFG 1 6 17.1 101.6 96
358 A/4.0 5.8' BFG 1 6 16.6 102.2 96
359 AJ4.5 5.2' BFG 1 6 16.2 103.0 97
360 A/5.3 5.1' BFG 1 6 16.9 102.8 97
361 A/6.0 5.0' BFG 1 6 17.4 103.5 97
362 A/6.6 5.3' BFG 1 6 15.8 104.1 98
363 A/7.3 5.2' BFG 1 6 16.3 102.7 97
364 A/8.0 5.1' BFG 1 6 16.5 102.1 96
365 A/8.5 5.1' BFG 1 6 16.6 103.4 97
366 A/9.3 5.2' BFG 1 6 16.5 106.5 100
367 A/10.0 5.0' BFG 1 6 15.9 105.1 99
368 A/10.5 5.1' BFG 1 6 16.0 104.2 98
369 A/11.3 5.2' BFG 1 6 16.3 103.6 98
370 A/12.0 5.3' BFG 1 6 16.6 102.5 97
371 A/12.7 5.2' BFG 1 § 15.9 104.3 98
372 A/13.6 5.2' BFG 1 6 16.4 105.5 99
Building Pad Lime Cap
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.
· ,FIELD DENSITY TESTING 'lrerfacon
Client: Coppell Trade Center LP
Field Test Data
Test
No. Test Location
Lift/
Elevation
Probe
Mat. Depth
No. (inches)
373 BF/.5 FG 2 6
374 D/7.5 FG 2 6
375 D/6.5 FG 2 6
376 B/6.5 FG 2 6
377 B/5.5 FG 2 6
378 D/5.5 FG 2 6
379 B/4.5 FG 2 6
380 D/4.5 FG 2 6
Datum: BFG = below final grade FG = final grade
Project Number:94051190
Report Number: 94051190.0073
Comments:
Test results on this report meet project specification.
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
24.0 95.3 ~ 100+
24,4 94.7 ! 100+
25.1 95.5 ~ 100+
25.3 96.2 100+
24.2 95.2 100+
23.9 93.6 99
24.5 94.4
24.7 95.~
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
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) TechniStructures (1) McFadden & Miller Reviewed by:
(1)(1) City of Coppell TXciiy of Coppell TX (1) Macatee Engineering Inc --~'~ ~' ~'c~ ~ °~'~ '+P~j~y ~ c~4rr
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.