Villas of SW-LR140130 r
FIELD DENSITY REPORT
CLIENT: Hampi LP DATE OF SERVICE: 1/30/2014
1916 Cottonwood Valley Circle S
Irving, TX 75038
PROJECT: Proposed "Villas of Southwestern" REPORT NO.: 14-DM5658-la
272 Southwestern Blvd
Coppell, Texas
MOISTURE DENSITY RELATIONSHIP
Proctor Description Maximum Dry Optimum Moisture
Density(pcf) (%)
1 Brown and Tan Sandy CLAY 104.6 17.8
TEST RESULTS
Test# Proctor# Lift/ LOCATION Unit Moisture Maximum Dry
Elevation 8"PVC Water Line Dry Weight Content% Density(%)
1 1 FG Station#1+00 106.1 10.4* 101*
2 1 FG Station#1+40 105.2 10.0* 101*
3 1 FG Station#1+85 105.4 12.8* 101*
4 1 FG Station#2+20 104.6 11.3* 100*
5 1 FG Station#2+60 104.9 11.9* 100*
6 1 FG Station#3+20 105.1 13.2* 100*
7 1 FG Infront of Lot#6 104.7 13.5* 100*
8 1 FG Infront of Lot#3 105.8 11.5* 101*
GETI Tech:Ameen -Does not meet Project Specifications.
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Reviewed by:
Muhammad Awais Khan E.I.T
CMT Division
Geoscience Firm Reg#F-11285
2712 Satsuma Dr.#400 Dallas TX 75229 ph#(972)488-3500
cGeoScience
MOISTURE/DENSITY RELATIONSHIP OF SOILS
CLIENT: Hampi LP DATE OF SERVICE: 1/30/2014
1916 Cottonwood Valley Circle S
Irving, TX 75038
PROJECT: Proposed"Villas of Southwestern" REPORT NO.: 14-DM5658-2
272 Southwestern Blvd
Coppell, Texas
TEST METHOD:ASTM D-698
SAMPLE IDENTIFICATION
Sample Description: Brown and Tan Sandy CLAY
Sample Origin: Sub grade(Onsite)
Proctor ID: #1
MOISTURE/DENSITY
Preparation Procedure: Moist
Rammer Description: Mechanical
Maximum Dry Density: (lbs/cu ft): 104.6
Optimum Moisture Content(%) 17.8
ATTERBERG LIMITS
Liquid Limit: 46
Plastic Limit: 20
Plastic Index: 26
Reviewed by:
Muhammad Awais Khan E.I.T
CMT Division
Geoscience Engineering
2712 Satsuma Dr.#400 Dallas TX 75229 ph#(972)488-3500
) GeoScience
DAILY FIELD REPORT
CLIENT: Hampi LP DATE OF REPORT: 1/30/2014
1916 Cottonwood Valley Circle S
Irving, TX 75038
PROJEC '. Proposed "Villas of Southwest n" REPORT NO.: 14-DM5658-1
272 Southwestern Blvd
Coppell, Texas
WEATHER CONDITIONS: Sunny TEMPERATURE RANGE: 55*F to: 65*F
THE GETI TECHNICIAN WAS DISPATCHED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-
GOING WORK AND PERFORM FIELD TESTING AS REQUESTED. WHILE ON-SITE, THE TECHNICIAN:
• PICKED UP ONE (1) SOIL SAMPLE FOR LABORATORY PROCTOR ANALYSIS.
• PERFORMED EIGHT (8) FIELD DENSITY TESTS ON NATURAL SUBGRADE PLACED FOR: UTILITY LINES
LABORATORY TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT.
GETI Tech:Ameen
I
17\\ 9 I Reviewed by:
Muhammad Awais Khan E.I.T
CMT Division
Geoscience Firm Reg#F-11285
2712 Satsuma Drive,Suite Dallas,Texas 75229 972-488-3500(P)
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