Loading...
SS9402C-LR 961029REPORT NO.: REPORT OF: FOR: PROJECT: DATE: PB193den.doc In Place Density Tests Utilizing Nuclear Gauge Pate Bros. Construction Bethel Rd. 10/29/96, 10/30/96, 10/31/96, 11/2/96 and 11/4/96 NO. PROC % MOIST: 1 3 8.1 2 4 8.6 3 4 7.7 4 4 8.2 5 4 7.1 1 1 17.5 2 1 17.8 3 2 9.0 4 2 8.2 5 2 7.7 6 2 9.6 7 2 9.1 8 2 8.9 9 2 7.4 10 2 7.9 11 2 8.3 12 2 9.3 13 2 9.8 14 2 8.9 1 2 7.3 2 2 7.9 3 2 8.9 4 2 7.1 5 2 7.9 6 2 8.3 7 2 7.3 8 4 7.9 9 2 8.4 10 2 9.0 11 2 9.6 12 2 8.7 % DRY DENLOCATIONS 93.5 96.8 99.1 98.5 97.7 97.7 95.9 97.2 96.3 95.5 98.1 97.3 96.4 97.9 98.3 96.1 97.7 96.8 96.1 98.3 97.4 98.7 97.1 96.4 96.9 97.2 95.8 98.3 97.7 96.3 96.9 10/29/96 4 STREET REPAIR ON SANITARY SEWER 100' E. of Coppel Rd. on Bethel Rd. 5' below grade 5' below grade 4' below grade 3' below grade 2' below grade 10/30/96 - BEHTEL RD. ST. REPAIR ON SAN. SEWER 50' E. ofN. Coppell Rd. on Bethel Kd. 55' E. ofN. Coppell Rd. on Bethel Rd. 50' E. ofN. Coppell Rd. on Bethel Rd. 55' E. ofN. Coppell Rd. on Bethel Rd. 60' E. ofN. Coppell Rd. on Bethel Rd. 50'E. ofN. Coppell Rd. on Bethel Rd. 55' E. ofN. Coppell Rd. on Bethel Rd. 60' E. ofN. Coppell Rd. on Bethel Rd. 50' E. ofN. Coppell Rd. on Bethel Rd. 55' E. ofN. Coppell Rd. on Bethel Rd. 60' E. ofN. Coppell Rd. on Bethel Rd. 50' E. ofN. Coppell Rd. on Bethel Rd. 55' E. ofN. Coppell Rd. on Bethel Rd. 60' E. ofN. Coppell Rd. on Bethel Kd. 10/31/96 95' E. ofN. Coppell Rd. on Bethel Rd. 100' E. ofN. Coppell Rd. on Bethel Rd. 105' E. ofN. Coppell Rd. on Bethel Rd. 95' E. ofN. Coppell Rd. on Bethel Rd. 100' E. ofN. Coppell Rd. on Bethel Rd. 105' E. ofN. Coppell Rd. on Bethel Rd. 250' E. ofN. Coppell Rd. on Bethel Rd. 255' E. ofN. Coppell Rd. on Bethel Rd. 260' E. ofN. Coppell Rd. on Bethel Rd. 250' E. ofN. Coppell Rd. on Bethel Rd. 255' E. ofN. Coppell Rd. on Bethel Rd. 260' E. ofN. Coppell Rd. on Bethel Rd. 5' below grade 5' below grade 4' below grade 4' below grade 4' below grade Y below grade 3' below grade 3' below grade 2' below grade 2' below grade 2' below grade l' below grade 1' below grade 1' below grade 4' below grade 4' below grade 4' below grade 2' below grade 2' below grade 2' below grade 4' below grade 4' below grade 4' below grade 2' below grade 2' below grade 2' below grade Report PB 193den.doc 6900 So. Freeway, Suite A-1 · Fort Worth, Texas 76134 Laboratory: (817) 293-0111 · Fax: (817) 596-0941 Report PB193den.doc Bethel Rd. Page 2 NO. PROC % MOIST. % DRY DEN LOCATIONS I 2 7.9 95.9 2 2 7.3 96.4 3 2 8.1 96.0 4 2 7.0 97.4 5 2 8.9 96.9 I 2 8.0 96.3 2 2 7.5 97.2 3 2 79 96.8 4 2 7.1 978 5 2 8.6 95.5 6 2 7.7 96.4 11/2/96 - STREET REPAIR ON BETHEL RD. ON SAN. SEWEIi Intersect. of Heatherstone & Bethel Rd. 5' below grade 4' below grade 3' below grade 2' below grade 1' below grade 11/4/96 - STREET REPAIR ON SANITARY SEWER '261 Bethel Rd At grade *The area tested was a 70' strip running parallel to house on Bethel Rd Each test was taken approx. 5' apart. 11/5/96 - STREET REPAIR ON SANITARY SEWER I 2 7.9 97.7 60' E. of 261 Bethel Rd. At grade 2 2 7.2 98.3 65' E of 261 Bethel Rd. 3 2 8 3 971 70' E. of 261 Bethel Rd. PROCTORS USED: #1 - 111.5 PCF rt~ 16.6% #2- 1057 PCF ql 8 5% #3 - 1 14.4 PCF (a, 6.6% #4 - 105.7 PCF ((1 85% cc: Pate Bros Coppell ELLERBEE-WALCZAK, INC. Ronald A. Ellerbee, C.E.T. lerbee-Walczak, Inc. CONSTRUCTION MATERIALS TESTING 109 108 107 106 105 104 103 102 101 100 99 MOISTURE-DENSITY RELATIONSHIP CURVE 5 6 7 8 9 10 11 12 13 14 15 PERCENT MOISTURE PROOECT:Bethel Rd. CLIENT: Pate Bros. Construction MAXIMUM OPTIMUM DRY DENSITY MOISTURE DATE: 10/29/96 105.7 8.5 TEST METHOD:ASTM D-698 SOIL DESCRIPTION: /ajw cc: Pate Bros. Coppell Cement treated brown sand Ronald A. Ellerbee, C.E.T. 6900 So, Freeway, Suite A-1 · Fort Worth, Texas 76134 Laboratory: (817) 293-0111 * Fax: (817) 596-0941