Tennis Ctr Exp-LR100901I nfo m tton
0341284 -21 -S1
Professional Service Industries, Inc.
4087 Shilling Way
Ryan Robley
Field Methods:
Dallas, TX 75237
�• T ]� J
Bu� ( OYl
ASTM D 698 - 07 (A)
Firm egi t9211n No. F -03307
8/27/2010
Gauge Type:
Phone:
EngimerfiV COIISIIIEI/q • 1�5 l7t�
3430 Serial Number: 39193
Fax: (214) 333 -2853
Field Density Report
Standard Count: Moisture: 2478
Report No: FDR:03 1
Issue No: 1
(in)
(Ib /ft
Content ( %)
Client: SCHMOLDT CONSTRUCTION
CC: CARY SCHMOLDT
These test results apply only to the specific locations and materials noted
5797 CR 126, SUITE A
CHRIS HOUSE
and may not represent any other locations or elevations. This report may
CELINA, 75009
GEORGE MARSHAL
not be reproduced, except in full, without written permission by
Professional Service Industries, Inc.
7 210' S x 35' E from NW corner of court 11, Elevation: FG
HILLARY WHITE
ASTM D 698 - 07 (A)
1
JOHN ELIAS
Brn Sandy Clay (Select)
Project: COPPELL TENNIS CENTER
JOHN FIELDER
10.3
COPPELL, TX
LARRY DAVIS
>95
Approved Signatory: Ronald Yeoman (Project Manager)
LEE STONE
Brn Sandy Clay (Select)
6
Date of Issue: 9/1/2010
Testing Details
0341284 -21 -S1
Tested By:
Ryan Robley
Field Methods:
ASTM D 6938
Lab Methods:
ASTM D 698 - 07 (A)
Date Tested:
8/27/2010
Gauge Type:
Troxler
Model Number:
3430 Serial Number: 39193
Test Mode:
Direct Transmission Standard Count: Density: 648
Standard Count: Moisture: 2478
Test Results
0341284 -21 -S1
ASTM D 698 - 07 (A)
119.7
12.2
2 190'S x 95' E from NW corner of court 11, Elevation: FG
0341284 -21 -S1
Test
119.7
Material
Depth of Test Wet Density
Moisture
Dry Density
Relative
Limit
No
0341284 -21 -51
ASTM D 698 - 07 (A)
(in)
(Ib /ft
Content ( %)
(Ib /ft
Compaction
119.7
12.2
6 130'S x 30' E from NW court 11, Elevation: FG
0341284 -21 -S1
ASTM D 698 - 07 (A)
119.7
12.2
7 210' S x 35' E from NW corner of court 11, Elevation: FG
M
ASTM D 698 - 07 (A)
1
Lt.
Brn Sandy Clay (Select)
6
133.9
10.3
121.4
101.4
>95
2
Lt.
Brn Sandy Clay (Select)
6
132.0
10.8
119.1
99.5
>95
3
Lt.
Brn Sandy Clay (Select)
6
132.6
10.2
120.3
100.5
>96
4
Lt.
Brn Sandy Clay (Select)
6
130.2
10.9
117.4
98.1
>_95
5
Lt.
Brn Sandy Clay (Select)
6
133.5
11.1
120.2
100.4
>_95
6
Lt.
Brn Sandy Clay (Select)
6
131.4
10.9
118.5
99.0
>_95
7
Lt.
Brn Sandy Clay (Select)
6
130.5
11.4
117.1
97.9
>_95
Location and Compaction
Test Location MDD Soil ID MDD Method MDD (lb/ft-) OMC ( %)
No
General Location: Tennis Courts 9 -12
1 250'S x 105' E from NW corner of court 11, Elevation: FG
0341284 -21 -S1
ASTM D 698 - 07 (A)
119.7
12.2
2 190'S x 95' E from NW corner of court 11, Elevation: FG
0341284 -21 -S1
ASTM D 698 - 07 (A)
119.7
12.2
3 110' S x 90' E from NW corner of court 11, Elevation: FG
0341284 -21 -S1
ASTM D 698 - 07 (A)
119.7
12.2
4 55'S x 60' E from NW corner of court 11, Elevation: FG
0341284 -21 -51
ASTM D 698 - 07 (A)
119.7
12.2
5 20'S x 10' E from NW corner of court 11, Elevation: FG
0341284 -21 -S1
ASTM D 698 - 07 (A)
119.7
12.2
6 130'S x 30' E from NW court 11, Elevation: FG
0341284 -21 -S1
ASTM D 698 - 07 (A)
119.7
12.2
7 210' S x 35' E from NW corner of court 11, Elevation: FG
0341284 -21 -51
ASTM D 698 - 07 (A)
119.7
12.2
Comments
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