ST0003-LR081230FIELD DENSITY TEST REPORT
'Irerracon
Report Number: 94081 163.0026
Service Date: 12/15/08
8901 Carpenter
Frwy, Ste 100
Report Date: 12/30/08
Dallas, TX 75247
214- 630 -1010
Client
Project
City of Coppell TX
Coppell Road - #ST00 -03
Attn: Albert Samaniego
Sandy Lake Road to
Engineering Dept
Cooper Lane
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94081163
Material Information
Lab Test Data
Project Requirements
Optimum Max. Lab
Water Dry Unit
Water
Minimum
Mat. Proctor
Laboratory Content Weight
Content
Compaction
No. Ref. No. Classification
and Description
Test Method ( %) (pcf)
1 94081 163.0003 Reddish brown sandy clay
ASTM D698 12.6 116.0
0/ +4
95
Field Test Data
Probe Wet Water Water
Dry Unit
Percent
Test
Lift / Mat.
Depth Density Content Content
Weight
Compaction
No. Test Location
Elev. No.
(in) (pef) (pcf) ( %)
(pcf)
( %)
Storm Sewer, Line B
50 Sta. 6 +48
3' bfg 1
6 129.9 14.7 12.8
115.2
99
51 Sta. 6 +48
2' bfg 1
6 130.5 14.6 12.6
115.9
100
52 Sta. 6 +48
P bfg 1
6 129.9 14.5 12.6
115.4
99
53 Sta. 6+48
Final 1
6 130.3 14.7 12.7
115.6
100
Datum: bl'g = below final grade Gauge ID: 35366
Comments: Test results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compactbn and material moisture
condition.
Terracon Rep.: Armando Rendon Started: 1230
Reported To: Contractor Finished: 1430
Contractor: Tiseo
Report Distribution:
(1) Cily ur Coppell l'x (1) Huitt Zollars hie Reviewed By:
(I) "risen paving Company fhfic; Ir qleveiand, P.E.
Senior P oject Engineer
Test Methods: ASTM D6938
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.
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REPORT OF SOIL -LIME MIXTURE PULVERIZATION Irenracon
Consultlno Enalneers & Sclentlsts
6901 Carpenter Fnny., Suite #100
Dallas, Texas 75247
(214- 630 -1010
Date of Service: 12/30/08
Client: City of Coppell TX
Engineering Dept
PO Box 9478
Coppell, TX 75019
Contractor: Tiseo
Test Location: Coppell Road
Test Method: NCTCOG
Report No.: 94081163.0034
Project No.: 94081163
Project: Coppell Road - #ST00 -03
Sandy Lake Road to
Cooper Lane
Coppell, TX
Specification Requirements:
Minimum Passing 1 -3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
TEST
NO.
LOCATION
1 -3/4" SIEVE
% PASSING
#4 SIEVE
% PASSING
1
Sta.28 +00
100
68
2
Sta.31 +00
100
70
Comments:
Technician: A. Rendon
Report Distribution:
(1) City of Coppell TX
(1) HuittZollars Inc
(1) City of Coppell TX
(1) Tiseo Paving Company
Senior Project Engineer
dgi This report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of Terracon.