Grandy's-LR030115 (2)H
n
HBS ENGINEERING
S
Distribution:
1 Above
H &H Oil Company
901 Farris Ave.
Waxahachie, Texas 75165
Attn: Mr. Mohammed Maraqa
112
111
114
113
110
7
Report: #1
MOISTURE /DENSITY CURUE OF SOIL
RSTM D698, Method R
Description: Brown Clay Sand w /occ. Gravel
Liquid Limit: Plastic Limit:
Location: West Fire Lane Subgrade
Proctor No: G -1 Maximum Dry Density: 114.5 pct
Ib
11
Moisture Content by Wt)
6vuu
r/l c(
7
January 15, 2003
Project: Grandy "s
Project No: 03 184
2 la
Sample Date: 01/10/03
Plasticity Index: Rammer Type: Mechanical
Preparation: Moist
Optimum Moisture: 12.2
a
14
2212 STONE CREEK DRIVE PLANO, TEXAS 75075 PH: (214) 532 -3728 FX: (972)- 769 -9537
/S
Alford Li leton CET
appliesPonlysto the sample tested not nec essanly repre idaennearlyor similar samples. e our prior written consent. This report
H
B
S
HBS ENGINEERING
H &H Oil Company
901 Farris Ave.
Waxahachie, Texas 75165
Attn: Mr. Mohammed Maraqa
Proctor
No
G -1 Brown Clay Sand w /occ. Gravel
Test Proctor Date Dry Density Moisture of Maximum
No Lift No Tested Location of Test (Ibs /cu ft) Content( Dry Density
1 FG G -1 01/10/03 North End 116.3 10.6 101.6
2 FG G -1 Center 112.2 14.4 98.0
3 FG G -1 Soda, End 117.0 9.7 102.2
Project Density Required: 95% minimum Method of Compaction: ASTM D 698
Project Moisture Required: Optimum to +3 Density Test Method: ASTM D 2927; D3017
NOTES: Technician: A. Littleton
Distribution:
1 Above
January 15, 2003
Project: Grandy "s
Project No: 03 184
Report: #2
IN -PLRCE DENSITY TESTING
MOISTURE /DENSITY RELRTIONS
Description
TEST RESULTS
West Fire Lane Subgrade
Maximum Dry Optimum
Density, pcf Moisture,
A ford Littleton CET
114.5 12.2
This report is for the sole use of the client addressed. The use of our com an name must receive our prior written consent. This report
applies only to the sample tested, and does not necessarily represent idefitical or similar samples.
2212 STONE CREEK DRIVE PLANO, TEXAS 75075 PH: (214) 532 -3728 FX: (972)- 769 -9537