9th Grade Center-LR170620 (5)FIELD DENSITY TEST REPORT
Report Number:
Service Date:
Report Date:
Task:
94171164.0047
06/20/17
06/23/17
8901 Carpenter Fwy Ste 100
Dallas, TX 75247-4547
214-630-1010 Reg No: F-3272
Client
Coppell ISD
Attn: Louis Macias
1303 Wrangler Cir
Coppell, TX 75019
Coppell ISD 9th Grade Center
1301 Wrangler Circle
Coppell, TX 75019
Project
Project Number: 94171164
Lab Test Data
(%)
Compaction
Project Requirements
(%)
Content
Water
No.
Mat.
Material Information
Density
Max. Lab
(%)
Content
Water
Optimum
Ref. No.
Proctor Laboratory
Classification and Description (pcf)Test Method
95.0-2/+41102.020.794171164.0001 Dark brown and gray clay with
gravel
ASTM D698
95.0-2/+4292.723.394171164.0002 Dark brown clay ASTM D698
Field Test Data
No.Test Location Elev.No.
Test Lift /Mat.Depth Density
Probe Wet
Content
Water
(%)
Content
Water
Density
Dry
(%)
Percent
Compaction
(in)(pcf)(pcf)(pcf)
6" Sanitary Sewer Lateral
22 83' W & 50' S from NW corner
of cafateria building
5' BFG 1 6 122.2 23.9 24.3 98.3 96
23 83' W & 50' S from NW corner
of cafateria building
4' BFG 1 6 121.2 23.4 23.9 97.8 96
24 83' W & 50' S from NW corner
of cafateria building
3' BFG 1 6 121.6 22.9 23.2 98.7 97
25 83' W & 50' S from NW corner
of cafateria building
2' BFG 1 6 121.0 23.7 24.4 97.3 95
26 83' W & 50' S from NW corner
of cafateria building
1' BFG 1 6 121.7 22.7 22.9 99.0 97
27 83' W & 40' N from NW corner
of cafateria building
5' BFG 2 6 109.8 20.2 22.6 89.6 97
28 83' W & 40' N from NW corner
of cafateria building
4' BFG 2 6 113.8 22.6 24.8 91.2 98
29 83' W & 40' N from NW corner
of cafateria building
3' BFG 2 6 113.6 22.7 25.0 90.9 98
30 83' W & 40' N from NW corner
of cafateria building
2' BFG 2 6 113.3 22.9 25.3 90.4 98
31 83' W & 40' N from NW corner
of cafateria building
1' BFG 2 6 113.8 22.2 24.2 91.6 99
12" Sanitarty Drain Lateral A-2
32 Sta. 1+00 2' BFG 2 6 110.8 20.2 22.3 90.6 98
33 Sta. 1+00 1' BFG 2 6 111.9 20.1 21.9 91.8 99
Comments:
Datum:BFG= Below Final Grade Serial No:Std. Cnt. M:Std. Cnt. D:300268672499
Test and/or retest results on this report meet project requirements as noted above.
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.
CR0007, 11-16-12, Rev.7 Page 1 of 2