Grandy's-LR030115FROM L 1'
H
B
S
HBS ENGINEERING
H &H Oil Company
901 Farris Ave
Waxahachie, Texas 75165
Attn• Mr. Mohammed Maraq,.t
Proctor
NO
Test Proctor Date
No Litt uo Tested
Project Density Required 95% minimum
Project Moisture Requiredi Op'imum to +3
NOTES; Technician: A Littleton
Distribution:
1 Above
FOX HO. :97.2223379S Tar;. 15 21 11:37R'1 P1
Description
G -1 Brown Clay Sand w /otc- Gravel
1 FG G 1 01110/03 North End
2 FG G-1 Center
3 FG G -1 53uth End
IN PLRCE DENSITY TESTING
MOISTURE /DENSITY BETA 1ANS
TEST RFSITI.TS
location of Test
West Fire Lane Subgrade
Grandy °s
rojec 11T6" 03 81 4
Report:
#2
16.3
112 2
1170
Maximum Dry
Density, pct
114.5 12 2
Dry Density Moisture 7. of riaxrmum
(Ibs /cu it) Content Dry Density
106
14 4
9.7
Alford Littleton CET
Optimum
Moisture,
101.6
98.0
102.2
Method of Cornpa or ASTM D 698
Density Test Method AST D 2 +27: 03017
This is for the sole use of the client addressed The use of our company name roust receive our prior written consent This report
applies onlly to the sample tested and does not necessar I represent idehncel o sin!
2212 STONE CREEK DRIVE PLANO. TEXAS 75075 PH: (214) 532 -3728 FX: (972)- 769 -9537