Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
SS9402B-LR 960313
REPORT NO.: REPORT OF: FOR: PROJECT: DATE: PB 102den.doc In Place Density Tests Utilizing Nuclear Gauge Pate Bros. Construction Grapevine IV 3/13/96 NO. PROC % MOIST. % DRY DEN LOCATIONS I I Iq 8 969 2 I 13 I 958 3 [ Iq 5 971 4 I 130 97.5 San. Sewe£ Sta 27+60 7' below grade 6' below grade 4' below grade 2' below grade PROCTORS USED: #1 - 1{19 7 PCF ca! 119% Runahl A. Ellerbee, C.E.T. CC: Pale Bros CoppelI-Garelh Campbell 6900 So. Freeway, Sulto A-1 · Fort Worth, Texas 76134 l_aboratory: (817) 293-0111 (817) 993-0257 Fax: (817) 596-0941 lrcEIlerbee-Walcza k, Inc. ONSTI~UCTION MATERIALS TESTING 104 MOISTURE-DENSITY RELAI'IONSItlP CURVE 103 102 101 U I-- 100 :~ 99 m 98 >- 97 96 95 94 6 7 8 9 10 11 12 13 14 15 16 PERCENT MOISTURE PROJECT: Grapevine IV CLIENT: Pate Bros. Construction MAXIMUM OPTIMUM DRY DENSITY MOISTURE DATE: 3/20/96 102.2 9.8 TEST METIIOD: ASTM D-698 SOIL DESCRIPTION: Tan sand /ajw cc: Pate Bros. Coppell /? / ~ (??4 c ":: Ronald A. Ellerbee, C.E.T. 6900 So. Freeway, Suite A-1 · Fcjrt Worth, Texas 76134 Laboratory: (817) 293-0111 [817) 293-0257 Fax: (817) 596-0941