Princeton P2-LR000509PROCTOR REPORT
Realty Capital Corporation
920 S. Main, Suite 170
Grapevine, Texas 76051
Project
Project Date
Project No
Report No
Report Date
Proctor P/U Date:
Sample Location:
Intended Use:
Princeton Park Phil-Office Bldg
5/9/0O
00-092
00.092.102
5/19/00
Material Description:
Method of Test: Standard x
PI Requirement: Run
Remarks and other special instructions:
5/9/00
Stockpile (On Site)
General Fill
Dark Brown Sandy Clay
Modified
Other
-Soiltech
ENGINEERING
& TESTING, INC.
Material Description:
Optimum Dry Density:
Optimum Moisture Content:
Moisture/Density Relationship of Soil
Dark Brown Sandy Clay
101.2
21.8
Liquid Limit: 54
Plastic Limit: 20
Plasticity Index: 34
SOILT~CI-[ ENGINEERING/~ND TESTING, INC.
James M. Perdue
General Manager
2502 Gravel Ddve · Fort Worth, Texas 76118 · 817.595.0064 telephone · 817.589.7279 metro · 817.595.0708 fax
PROCTOR REPORT
Realty Capital Corporation
920 S. Main, Suite 170
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: Run
Remarks and other special instructions:
Princeton Park Phil-Office Bldg
5/9/00
00-092
00-092.102
5/19/00
519100
Stockpile (On Site)
General Fill
Dark Brown Sandy Clay
Modified
Other
-Sofltech
ENGINEERING
& TESTING, INC.
Material Description:
Optimum Dry Density:
Optimum Moisture Content:
Moisture/Density Relationship of Soil
Dark Brown Sandy Clay
101.2
21.8
Liquid Limit: 54
Plastic Limit: 20
Plasticity Index: 34
SOILT~CH ENGINEERIN~ND TESTING, INC.
James M. Perdue
General Manager
2502 Gravel Drive · Fort Worth, Texas 7'6118 · 817.595.0064 telephone · 817'.589.7279 metro · 817.595.0708 fax
PROCTOR REPORT
Realty Capital Corporation
920 S. Main, Suite 170
Grapevine, Texas 76051
Project
Project Date
Project No
Report No
Report Date
Proctor P/U Date:
Sample Location:
Intended Use:
Princeton Park Phil-Office Bldg
5/9/O0
00-092
00-092.101
5/19/00
5~9~00
Stockpile
Select Fill
Material Description: Reddish Brown Sandy Clay with some rock
Method of Test: Standard x Modified
PI Requirement: Run
Remarks and other special instructions:
Other
' Soiltech
ENGINEERING
& TESTING, INC.
Moisture/Density Relationship of Soil
Material Description: Reddish Brown Sandy Clay w/rock
Optimum Dry Density: 128.7
Optimum Moisture Content: 10.5
Liquid Limit: 26
Plastic Limit: 16
Plasticity Index: 10
SOILTECH ENGINEERING AND TESTING, INC.
In e ral Manager
2502 Gravel Drive · Fort Worth, Texas 76118 · 817.595.0064 telephone · 817.589.7279 metro · 817.595.0708 fax