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Princeton P1-LR 980211
Laboratory Compaction Characteristics of Soil 2270 SPRINGLAKE, DALLAS, TEXAS 76234 (972)243-8838 Client Name: Project Name: Loca~on: Source Mate~d: Sample Description: RANIER CONSTRUCTION PRINCETON PARK COPPELL. TEXAS OFF-SITE REDDISH BROWN SANDY CLAY (SELECT FILL) Material Designation: B Sample date: 2/10/98 Test Method: ASTM D-698 Test Procedure: METHOD A Sample Preparation: WET METHOD Rammer. X Mechanical Manual Project No:: 17981017 Dide: 2/11/98 TEST RESULTS Maximum Dry Unit WL: 113.0 pcf Optimum Water Content 13.0 % Uquid Umit: 33 Plastic Limit: Plasticity Index: 15 % passing # 200 sieve: 55 Reviewed by: ERIC CLEVELAND 18 Zero air voids for specific gravity of 2.68 120 118 118 114 110 108 106 104 6 8 10 12 Waler C~ent, % 16 18 20 22 · Data Poln~ · Max. [Xy Un# VVt. and 01~. Wa~r Content .... Zero Ak Vokb Laboratory Compaction Characteristics of Soil Client Name: RANIER CONSTRUCTION Project Name: PRINCETON PARK Looation: COPPELL, TEXAS Source Material: ON-SITE Sample DescdptJon: BROVVN SANDY CLAY MatertM Designation: A Sample date: 2/9/98 Test Method: ASTM D-698 Test Procedure: METHOD A Sample PrsparMJon: WET METHOD Rammer: X Medmnical Manual 2270 SPRIHGLAKE, DALLAS, TEXAS 75234 (~72)243-M38 Project No.: 17981017 Date: 2/11/98 TEST RESULTS Maximum D~ Unit Wt.: 107.0 pcf Optimum Water Content: 18.0 % Uquid Umrc 4,0 Plastic Umit Plasticity Index: 22 % passing at 200 eleve: 70 Reviewed by: ERIC CLEVELAND 18 Zero a~r voids for specific gravity of 2.68 1t4 t12 11o 104 102 lO0 / % · Data Pointt · Max. D~y Unit Wt. and OflL Water Content .... Zero Air Voids