ST9301-LR050816 g S90S Ambassador Row, Dallas, Ty: 71247
Aone 2 696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
' , : Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 239219
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 08/09/2005
Coppell TX 75019
Report Date: 08/16/2005
Project: East Sandy Lake Road 1110 * 2» (4 13
ST 93 -01
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: 25249 Current: 666 Current: 2435
Test Mode: DT Previous: 662 Previous: 2423
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +5 95 min
2 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE MAD MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Manhole backfill
1 Station 46 +22, west, 5' below grade 6" 2 16.0 133.6 115.2 99
Manhole backfill
2 Station 46 +22, north, 4' below grade 6" 1 17.7 131.4 111.6 99
Manhole backfill
3 Station 46 +22, south, 3' below grade 6" 2 14.8 130.6 113.8 98
Manhole backfill
4 Station 46 +22, east, 2' below grade 6" 2 14.8 132.1 115.1 99
Manhole backfill
5 Station 46 +22, west, l' below grade 6" 2 16.4 131.5 113.0 97
Manhole backfill
6 Station 55 +39, north, 5' below grade 6" 1 17.2 131.4 112.1 99
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 Rope Engineering, Services, Ltd
0 7TM Page 1 of 2
Report No.: 239219 u
Project No.: 059909
Project Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Manhole backfill
7 Station 55 +39, south, 4' below grade 6" 1 17.2 131.6 112.3 99
Test results on this report meet project specification.
i
Technician: Jack Roberts Started: $:OOam Finished: 1:OOpm
Rone , g'; . _o.
Report Distribution:
(1) City of Coppel]
(1) City of Coppell C A Stark
(1) Tiseo Paving Project 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.
)7TM Page 2 of 2