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WA9801-LR000110
T ~~wBCh hllneeriq co. 9200 King Arthur Drive Dallas, Texas 75247-3610 Phone 214/631-4372 Fax 214/631-4380 Mr. Kenneth Griffin, P.E. City of Coppell 255 Parkway Boulevard Post Office Box 478 Coppell, Texas 75019-4409 Project No.: 1520COP03 Project: Coppell Road Paving & Drainage Location: Utility Trench ]Backfill Report No.: 15 RESULTS OF FIELD DENSITY TESTS TEST DATE PETEST TEST LOCATION LIFT/ PROCTOR NO. OF DEPTH TEST TEST NO. NUMBER 42 01/10/00 21" RCP @ Sta. 2+50 "LAT 14B" Final 1 43 01/10/00 21" RCP ~ Sta. 2+50 "LAT 14B" -2' 1 44 01/10/00 21" RCP @ Sta. 2+50 "LAT 14B" -3' 1 TESTS PERFORMED BY: John Moreland REMARKS: PROCTOR NO.: I - 118.5 pcf@ 10.9% Moisture 6402 - 112.5 pcf~ 13.4%Moisture SPECIFICATION: 95% Compaction @ -2% to +2% Moisture DISTRIBUTION: CityofCoppell-LarryDavis FIELD FIELD PERCENT DENSITY MOISTURE OF PCF % SPECllqED COMPACTION 113.0 9.5 95.4 112.9 9.4 95.3 113.8 10.4 96.0 TEST METHODS: ASTM D 2922, D 3017, D 1558, D2167 OR D 2937