Coppell CC 1B1-LR010416ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING 8 ENGINEERING
10610 Newkirk Street Suite #202 Dallas, Texas 75220 Phone 972-444-8889 Fax 972-444-8893
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center -Coppell
04/16/01
C01-0206-013
DISTRIBUTION:
Koll Development Company -James Williams
Hill & Wilkerson, Inc. -Kirk Woltman
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Mike Martin
SPECIFICATIONS TEST DATA
Compaction: 92
Moisture: +4
Date Tested: 04/11 /Ol
TecnNdan: Tom Webb
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
345 ASTM D 698 Yellowish Brown &Gra Cla 16.3 111.3
346 ASTM D 698 Gra & Yellowish Brown Cla with Calcareous Nodules 18.2 108.1
IN-PLACE TEST R ESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1 Sub rade Line A.5-1 345 22.6 102.7 + 6.3 92.3
2 Sub rade Line 6.5-3 345 23.1 103.4 + 6.8 92.9
3 Sub rade Line A.5-5 345 22.4 103.1 + 6.1 92.6
4 Sub rade Line 8.5-7 345 22.9 104.5 + 6.6 93.9
5 Sub rade Line A.5-9 345 23.3 103.9 + 7.0 93.4
6 Sub rade Line B.5-11 345 22.9 102.6 + 6.6 92.2
7 1st Line B.5-1 346 24.6 101.3 + 6.4 93.7
8 1st Line A.5-3 346 23.7 100.9 + 5.5 93.3
9 1st Line 6.5-5 346 24.1 101.6 + 5.9 94.0
10 1st Line A.5-7 346 24.9 99.9 + 6.7 92.4
11 1st Line 6.5-9 346 23.6 101.2 + 5.4 93.6
12 1st Line A.5-11 346 23.9 101.5 + 5.7 93.9
DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.