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Client Name:
Project No.:
Date Tested:
Technician Initials:
Pro ress Re ort No.:
05-10-2005
05-08-07
NOP
15 (Sheet 1 of 1)
Attn:
-~..: .- ..:-: "'.'.'.'.'- ~
Minimum
Probe Maximum Optimum Dry Cone Req uired Percent
Test Depth Dry Density Moisture Density Resistance! Moisture Compaction Maximum Test
No. (in) Ú!ct) (%) Ú!ct) ( tst) (%) f%) Density Result
1 12 107.5 13.0 103.6 - - - 9.6 95 96.4 Pass
2 12 107.5 13.0 103.4 - - - 8.8 95 96.2 Pass
3 12 107.5 13.0 103.7 - - - 9.2 95 96.5 Pass
o ASTM D 1556 (X) ASTM D 2922 0 ASTM D 2937
(X) AASHTO T-180 (ASTM D 1557) 0 AASHTO T-99 (ASTM D 698)
enetrometer readin obtained with a Brainard-Kilman Model S-214 hand-held cone en etrometer.
0-12 At front of lot
0-12 At center of lot
0-12 At back of lot
Elevation Referenced to:
11 NGVD
I
( ) MSL
(X) Other Inches below top of tmal grade.
1 Structural Fill
2 Final Grading Fill
3 Mass Grading Fill
4 Utility Backfill - Sanitary ¿
5 Utility Backfill- Water ~~., ¡J .,
6 Utility Backfill - Storm /' . ?'j k/'
7 Roadway Subgrade "'--" ~
8 Stabilized Subgrade þe'iaig E. Dunkelberger, P.E.
9 Base Course FL ~.WOIhNo. 49932 i
10 Other: IIA, ~ ð 2001 .
Note: The original of this report was signed and sealed by a registered engineer in accordance with Rule 6IGIS-18.01I of the Florida Administrative C , e.
This report is submitted as the confidential property of our client and authorization for publication of statements, conclusions or extracts &om or garding
this report is reserved pending our written approval. The above-referenced testing was perfonned at the locations and depth interv3I described erein on
the associated report date. No other wammties with regard to subsurface exploration, recommendations or design are expressed by this finn.
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