Princeton P2-LR000626PROCTOR REPORT
Realty Capital Corporation
1111 South Main
Grapevine, Texas 76051
Project
Project Date
Project No
Report No
Report Date
Proctor P/U Date:
Sample Location:
Intended Use:
Material Description:
Method of Test: Standard X
PI Requirement:
Remarks and other special instructions:
Princeton Park Phil-Office Bldg
6/26/00
00-092
00-092.110
6/30/00
6~26~00
On site Parking Lot
Subgrade Paving
Medium Brown Sandy Clay, Lime Treated
Modified
Other
ENGINEERING
& TESTING, INC.
Material Description:
Optimum Dry Density:
Optimum Moisture Content:
Liquid Limit:
Plastic Limit:
Plasticity Index:
Moisture/Density Relationship of Soil
Medium Brown Sandy Clay, Lime Treated
94.6
21.2
Non-Plastic
Non-Plastic
Non-Plastic
SOILTECH ENGINEERING AND TESTING, INC.
General Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595.0064 telephone · 817.589.7279 metro · 817.595.0708 fax
REPORT OF SOIL GRADATION
Realty Capital Corporation
1111 South Main
Grapevine, Texas 76051
Report No
Project Date
Report Date
00-092.108
6/26/00
6/27/00
Project 00-092
Scope of Service
Princeton Park Phil-Office Bldg
Sample lime treated subgrade soil from construction area and test
for degree of pulverization.
Test Method
SPECIFICATION'
Minimum Passin
Minimum Passin
NCTCOG SPECIFICATION
100% Sieve: 1 3/4
60% Sieve: #4
No. Location
Total Sample Sieve Size Sieve Size
Weight I 3/4 #4
(Pounds) % Passing % Passing
I East side approach ! 10 100 70
2 lEast side approach, 50' west 10 100 76
3.iNortheast corner of parking lot Ii 10 100 , 72
4 '.Northeast corner of parking lot, 50' west 10 100 ', 70
i 10 100 ' 70
5 ~West side approach
6 Center of parking lot ', 10 100 74
Remarks:
SOILTECH ENGINEERING AND TESTING, INC.
'~lgm~/s M. Perdue
G'erCera I Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817,595 0064 telephone · 817.589.7279 metro · 817,595.0708 fax