Securelock-LR040317 ~ ~- -----
Client:
Project:
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg 25 Fed Worth, Texas 76118 phone: (817) 284-9363 fax(817) 284-9430
In-Place Soil Moisture/Densi'
Houghton Capital
SecurLock Self Storage ~
Coppell, TX
TMI Report No.: FC03-63414-015
Report Date: 03~29/2004
Specifications
Percent Compaction: +95% rain
Moisture Content: opt -2% to +3%
,sts by Nuclear Method
Distribution: (1) Houghton Capital
~ (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell ~ {
Test~Data
Date Tested: 03/17/2004
Technician: Jody Holt
Material Reference Curve Data
Optimum Maximum Dry
Curve No. Test Method Material Description Moisture % Density pcf
6903 ASTM D-698-A Brown Clayey Sand w/Trace Iron Ore 12,5 118.5
r In-Place Test Results
Test Elevation Ref. Probe Percent Wet Density Dry Density Percent
No or Lift Location Curve Depth Moisture (pcf) (pcf) Density
Select Fill - Office/Apartment
49.0 1st Lift North End of Building Pad 6903 6" 14.0 129.0 113.2 95.5
50.0 1st Lift Building Pad Center 6903 6" 13,9 130.2 114.3 96.5
51.0 1st Lift South End of Building Pad 6903 6" 15.0 129.5 112.6 95.0
Select Fill - Building 'B'
52.0 1st Lift North End of Building Pad 6903 6" 15.3 131.9 114.4 96.5
53.0 1st Lift Building Pad Center 6903 6" 13.0 133.9 118.5 100.0
54.0 1st Lift South End of Building Pad 6903 6" 15.5 135.5 117.3 99.0
Select Fill - Building 'C'
55.0 qst Lift North End of Building Pad 6903 6" 15.0 131.0 113.9 96.1
56.0 1st Lift Building Pad Center 6903 6" 14.6 133.7 116.7 98.5
57.0 1st Lift South End of Building Pad 6903 6" 15.2 131.3 114.0 96.2
Select Fill - Building 'F'
58.0 1st Lift South End of Building Pad 6903 6" 15.3 130.6 113.3 95.6
59.0 1st Lift Building Pad Center 6903 6" 13.4 128.9 113.7 95.9
60~0 1st Lift North End of Building Pad 6903 6" 13.5 133.9 118.0 99.6
Select Fill - Building 'G'
61.0 1st Lift South End of Building Pad 6903 6" 13.5 134.6 118.6 100.1
62.0 1st Lift Building Pad Center 6903 6" 12.4 131.5 117.0 98.7
63.0 1st Lift North End of Building Pad 6903 6" 14,5 131.9 115.2 97.2
Select Fill - Office/Apartment
64.0 1st Lift South End of Building Pad 6903 6" 14.3 135.3 118.4 99.9
65,0 1st Lift Building Pad Center 6903 6" 13.8 132.8 116.7 98.5
66,0 1st Lift North End of Building Pad 6903 6" 13,2 129.3 114.2 96.4
Gauge: Troxler
Gauge SN: 33587
Std. Density Count: 2728
TERRA-MAR, INC.
~ S~~Ere Count: 639
Materials Testing Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client, Any reproduction of
this report, or any part therein, is strictly prohibited without the express wdtten consent of TMI.
07 Page I of 2
TMI Project No.: FC03-63414
TMI Report No.: FC03-63414-015 ~
Test results on this report meet project specification
Test Method(s): ASTM D 2922, ASTM D-3017
Gauge: Troxler
Gauge SN: 33587
Std, Density Count: 2728
TERRA-MAR, INC.
Std. M~76:~39
Materials Testing Manager
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is sthcfly prohibited without the express written consent of TMI.
07 Page 2 of 2
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bids 25 Fort Worth, Texas 76118 phone: (817) 284 9363 fax:(817) 284-9430
In-Place Soil Moisture/Density Tests by Nuclear Method
Client: Houghton Capital
Project~ecurLock Self Storage
~r Coppell, TX
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
TMI Report No.: FC03-63414-011
Report Date: 03/17/2004
Specifications
Percent Compaction: +95% lin
Moisture Content: opt -2% to +3%
Test Data
Date Tested: 03/10/2004
Technician: Bryan Mack
Material Reference Curve Data
Curve No. Test Method
6887 ASTM D-698-A
Material Description
Optimum
Moisture %
Reddish Brown Clayey Sand w/Iron Ore Fragments
13.0
In-Place Test Results
Maximum Dry
Density pcf
Test Elevation
No or Lift
41.0 1st Lift
42.0 1st Lift
43.0 2nd Lift
44.0 2nd Lift
Ref, Probe Percent Wet Density Dry Density Percent
Location Curve Depth Moisture (pcf) (pcf) Density
Select Fill - Building 'K'
25' S, 10' W. of NE Corner
Select Fill - Building ',l'
5' S. 10' W. of NE Corner
5' N. 5' S. of SW Corner
Select Fill - Building 'K'
5' N, 10' E. of SW Corner
Test results on this report meet project specification.
Test Method(s): ASTM D-2922. ASTM D-3017
6887 6" 15.1
6887 6" 14.7
6887 6" 15.3
6887 6" 14.9
132.2 114.9
132.2 115.3
131.4 114.0
132.0 114.9
98,5
97.4
98.2
Gauge: Humboldt
Gauge SN: 1118
Std'De ' : ~i '~'~~
TERRA-MAR, ,NCl ~srl~eL~ien~ ~aEn. aTg-er J
The results presented in this report pertain only to the specific items tested. This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is stdctly prohibited without the express written consent of TMI.
07 Page I of I
GEOTECHNICAL, ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON AUSTIN LONGVIEW
2400 Gravel Drive, Bldg. 25 Fort Worth, Texas 76118 phone (817) 284-9363 fax'(817) 284-9430
Client: Houghton Capital
Project: SecurLock Self Storage
Coppell, TX
Moisture-Density Relationship
Report Distribution: (1) Houghton Capital (1) Prime Construction Company
(1) City of Coppell
(1) City of Coppell
TMI Report No.: FC03-63414-014
Report Date: 03/17/2004 Project Information
Material Origin: Off Site Tested By: Debera Cox
Sample Location: Stockpile Sample Date: 03/13/2004
Material Description: Brown Clayey Sand w/Trace Iron Ore
Material Use: Select Fill
Moisture-Density Relationship - Curve No. 6903
120
Moisture Content (%)
Material Properties and Test Information - Curve No. 6903
118.5 Liquid Limit: 27
12.5 Plastic Limit: ~
Plasticity Index:[ 1~ ~'
Test results on this repo~roject specifications.
118
Density
(pcf)
Maximum Dry Density:
Optimum Moisture Percent:
Test Method(s):
Rammer Description:
Remarks:
Specifications;
Liquid Limit; 34 Max
Plasticity Index; 5-16
ASTM D-698-A, ASTM D-4318-B
Mechanical
Preparation Procedure: Moist
TERRA-MAR, INC.
The results presented in this report pertain only to the specific items tested, This report was produced for the exclusive use of the client. Any reproduction of
this report, or any part therein, is stdcfly prohibited without the express written consent of TMI,
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