Loading...
ST9301-LR060210 1 Engineering 8908 Ambassador Row, Dallas, TX 75247 2696 Gravel Drive, Fort Worth, TX 76118 7701 W Little York, Ste 600, Houston, TX 77040 ° Corporate Phone: (214) 630 -9745 IN -PLACE DENSITY TESTING Client: City of Coppell Report No.: 250258 Ms. Suzan Taylor Project No.: 059909 PO Box 9478 Date of Service: 02/01/2006 Coppell TX 75019 Report Date: 02/10/2006 Project: East Sandy Lake Road ST 93 -01 ' * 69112 Services: Perform In -Place Density Test in accordance with ASTM Standards. PROJECT DATA CONTRACTOR: Tiseo Paving Company Standard Counts Gauge: Troxler 3430 Test Methods: M oisture Density ASTM D -2922 Y ASTM D -3017 Gauge Serial No: 33438 Current: 577 Current: 2559 Test Mode: DT Previous: 578 Previous: 2550 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 +4 95 min FIELD DENSITY TESTS TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max) Wall backfill 1 Sandy Lake Road, Station 40 +25, elevation 6" 1 14.6 128.8 112.4 99 446.74 Wall backfill 2 Sandy Lake Road, Station 40 +20, elevation 6" 1 14.8 129.9 113.2 100 447.41 Wall backfill 3 Sandy Lake Road, Station 40 +15, elevation 6" 1 15.6 130.2 112.6 100 448.08 Test results on this report meet project specification. Technician: Julio Perez Started: 2: 15pm Finished: 6:OOpm +'`►l = ., Report Distribution: ft" / (1) City of Coppell (1) City of Coppell . Scott Watson, AET (1) 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 1 of 1