Vista Point II 3-7-LR050726 11440 Reeder Rd, · Dallas, TX 75229
Tel. (214) 352-4100 · Fax (214) 352-481 I
REPORT OF FIELD COMPACTION
Tested For: Scott & Reid General Contractors, Inc.
Project: Vista Point 1I - Lots 3-7
Lexvisville / Coppell, Texas
Date Performed: 07./26/05
FC1 Project No.: M05-842
DensiU,: Per ASTM D-2922
Moisture: I~.c!LA~TM D-3017
'lest Mode (D'I / BS): DT
MOISTURE/DENSITY RELATIONS
Gauge iVlanuf.:Humboldt
Gauge Model: HS-5001EZ
Probe Depth: 12 roches
Proctor , Material Description
I No.
~ [ Dar 5~ayandB
, 1 k rown Silty Clay
IN-PLACE TEST RESULTS
5 i FG-2' Storm drain. Line B station 0'75
6 FG-] ' , Stoma drain Line B station 0 ¢80
7 FG Sto~ dram Line B station 1+00
8 FG 2' Stom~ drain Line B station 2+70
9 FG-I ' Storm drain Lille B station 2+50
I 0 FG Storm drain Line B station 2450
Optimum
Moisture (%)
19.5
Maximum Dry
Density (PCF)
103.0
Percent Dry
Moisture Density
(PCF)
21.8 99.0
22.4
23.0
23.4
22.5
22.0
~R/,,\I IFP, T[~STN[ MB[RIND[CAFESREqESI (F) AFH!R'IESI NI MBERINI)I('AII'$~'AIIIIR} TOCOMPIYWITItPROJECTREQUIREMENTS
Technician: Gaw Moore, C.E.T.
Checked By: _ ,~__ .......
Scott & Reid General Contractors, Inc - Kenny Newman
Pacheco Koch Consutting Engineers - Erik Hauglie, P E
San Saba Construction, Inc. - Robert Beserra
City of Coppell Larry Davis