ST0701-LR100224 FIELD DENSITY TEST REPORT 1 rl t
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Report Number: 94091 194.0040 . „ ' L. , o '
Service Date: 02 /19/10 8901 Carpenter Frwy.
Report Date: 02/24/10 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek to Beltline Road
15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX
Portland, OR 97224
Project Number: 94091194
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) ( %) ( %)
I 94091 193.0002 Dark brown clay, with sand ASTM D698 24.2 94.6 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) (pcf) (pcf) ( %) (pcf) ( %)
48" RCP Backfill
45 Sta. 6 +20 I' beg 1 6 118.7 24.1 25.5 94.6 100
46 Sta. 6+22 Final 1 6 119.1 23.7 24.8 95.4 101
42" RCP Backfill
47 Sta. 9 +00 I' beg 1 6 115.0 24.4 26.9 90.6 96
48 Sta. 9+05 Final 1 6 116.0 23.7 25.7 92.3 98
Datum: beg = below existing grade Gauge ID: 32769
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 compaction and mat;ria noisture
condition.
Terracon Rep.: • .lames C. Blackwell Started: 0700
Reported To: Contractor Finished: 0900
/1
Contractor: Lacy Construction
Report Distribution:
11 ) PacTrust Pacific Redly Associates LP (I) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc Eric . CI eland, P.E.
( I) Lacy Commacti, Senior Project Manager
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.
tR0007. a :m.ov. n,•, Page 1 of 1
FIELD DENSITY TEST REPORT ,„ ?
Report Number: 94091 193.0101 � n � �i
r r � �v7
Service Date: 02/22/10 8901 Carpenter Frwy.
Report Date: 02/24/10 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client Project
City of Coppell TX Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
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 94091 193.0002 Dark brown clay, with sand ASTM D698 24.2 94.6 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) Oct) (pcf) ( %) (pcf) ( %)
8" Sanitary Sewer Line, Lateral B/2
36 Sta. 0 +40 l' bfg 1 6 118.7 25.0 26.7 93.7 99
37 Sta. 0 +55 3' bfg 1 6 112.5 22.4 24.9 90.1 95
38 Sta. 0 +75 5' bfg 1 6 113.9 24.3 27.1 89.6 95
Datum: big = below final grade Gauge ID: 1960
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 compaction and maerial moisture
condition.
Terracon Rep.: Barry Cuble Started: 1100
Reported To: Oscar w /Lacy Construction Finished: 1400
Contractor: Lacy Construction
Report Distribution:
(1) City ol'Coppcll TX (1) City of Coppell TX Reviewed By:
(1)Cilyni' Coppell TX (2) J-laIfl Assoc t, ' ricJ.C1 and, P.E.
(1) Lacy Construction (1) PacTr,ist Pacific Realty Associates LP Senior Project Manager
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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