ST9301-LR060111 r Engineering i n ee ri n 8908 Ambassador Row, Dallas, TX 75247
r (( 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
kr Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 248217
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 01/03/2006
Coppell TX 75019 Report Date: 01/11/2006
Project: East Sandy Lake Road �``'� liZ
ST 93 -01 �`�`�' 'S� /�
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
ASTM D -2922
ASTM D -3017 Gauge Serial No: 36438 Current: 713 Current: 2678
Test Mode: DT Previous: 718 Previous: 2660
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Silty Sand w/ Sandstone & Gravel 11.0 98.0 Optimum +4 98 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Wall backfill
1 Sandy Lake Road, 40' left, STation 42 +00, 6" 1 11.4 107.3 96.3 98
elevation 442
Wall backfill
2 Sandy Lake Road, 41' left, Station 43 +00, 6" 1 11.9 108.5 97.0 99
elevation 442
Wall backfill
3 Sandy Lake Road, 44' left, Station 44 +00, 6" 1 12.5 108.1 96.1 98
elevation 442
Wall backfill
4 Sandy Lake Road, 42' left, Station 42 +25, 6" 1 11.3 107.6 96.7 99
elevation 443
Wall backfill
5 Sandy Lake Road, 45' left, Station 43 +25, 6" 1 12.6 108.0 95.9 98
elevation 443
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd
07TM Page 1 of 2
Report No.: 248217
Project No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pcf) (% max)
Wall backfill
6 Sandy Lake Road, 43' left, Station 44 +25, 6" 1 12.7 108.5 96.3 98
elevation 443
Wall backfill
7 Sandy Lake Road, 46' left, Station 42 +58, 6" 1 12.5 108.0 96.0 98
elevation 444
Wall backfill
8 Sandy Lake Road, 42' left, Station 43 +54, 6" 1 12.0 107.5 96.0 98
elevation 444
Wall backfill
9 Sandy Lake Road, 45' left, Station 43 +87, 6" 1 13.2 110.0 97.2 99
elevation 444
Wall backfill
10 Sandy Lake Road, 43' left, Station 42 +40, 6" 1 12.4 109.9 97.8 100
elevation 444.5
Wall backfill
11 Sandy Lake Road, 41' left, Station 43 +40, 6" 1 12.1 110.0 98.1 100
elevation 444.5
Wall backfill
12 Sandy Lake Road, 44' left, Station 43 +90, 6" 1 12.8 110.1 97.6 100
elevation 444.5
Test results on this report meet project specification. 40 ,
/
Technician: Julio Perez Started: 9:15am Finished: 6:00pm
j
Ore ' 1 .,,ig
Report Distribution: 1 f,/
(I) City of Coppell �
(I) City of Coppell K. Scott Watson, AET
(I) Tiseo Paving CMT Operations Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
07TM Page 2 of 2