Coppell CC 1B1-LR010528ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & 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: Koll Development Company DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 05/28/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-100
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
Compaction; 95 Date Tested: 05/22/01
Moisture: -1 to +4 Tecnnlcian: D. Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
342 ASTM D 698 Brown Cla 23.5 98.8
343 ASTM D 698 Gra ish Brown Cla 23.2 99.0
344 ASTM D 698 Dark Brown Cla 23.9 97.5
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION Y°
DENSITY
1 1st Sanita Sewer line 1 at station 1+50 342 27.3 97.8 + 3.8 99.0
2 1st Sanita Sewer line 1 at station 3+00 343 23.3 102.7 + 0.1 103.7
3 1st Sanita Sewer line 1 at station 4+50 343 25.3 97.5 + 2.1 98.5
4 1st Sanita Sewer line 1 at station 6+00 343 26.4 96.6 + 3.2 97.6
5 1st Sanita Sewer line 1 at station 7+50 343 25.7 98.2 + 2.5 99.2
6 1st Sanita Sewer line 1 at station 9+00 343 27.2 94.7 + 4.0 95.7
7
1st or o and ary ewer Ine a s a Ion
9+95
343
26.1
96.2
+ 2.9
97.2
8
2nd or o and ary ewer Ine a s a Ion
9+95
343
23.2
99.0
+ 0.0
100.0
9
1st or o and ary ewer Ine a s a Ion
9+75
343
25.7
97.3
+ 2.5
98.3
10
2nd or o and ary ewer Ine a s a Ion
9+75
343
22.5
98.4
-0.7
99.4
11
1st or o and ary ewer Ine a s a Ion
0+25
343
25.1
100.4
+ 1.9
101.4
12
1st or o ani ary ewer Ine a s a Ion
0+50
343
27.2
94.7
+ 4.0
95.7
`DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEO7ECHNICAL GROUP, INC.
ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
10610 Newkirk Street Suite #202 Dallas. Texas 75220 Phone 972-444-8889 Fax 972-444-RR93
-DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922}
CLIENT: Koll Development Company
PROJECT: Koll Center -Coppell
REPORT DATE: 05/28/01
AGG REPORT #: C01-0206-100
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 -Larry Davis
SPECIFICATIONS TEST DATA
%Compaction; 95
%Moisture: -1 t0+4
Date Tested: 05122/01
Technician: D. Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
342 ASTM D 698 Brown Cia 23.5 98.8
343 AS7M D s98 Gra ish Brown Cla 23.2 99.0
344 ASTM D 698 Dark Brown Cla 23.9 97.5
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION °k
DENSITY
13 1st Sanita Sewer line 4 at station 1+50 342 27.5 94.0 + 4.0 95.1
14 2nd Sanita Sewer line 4 at station 1+50 342 27.1 94.4 + 3.6 95.5
15 1st Sanita Sewer line 4 at station 3+00 343 27.0 94.7 + 3.8 95.7
16 2nd Sanita Sewer line 4 at stafion 3+00 343 26.7 95.6 + 3.5 96.6
17 ~ 1st Sanita Sewer line 4 at station 4+50 343 26.8 95.2 + 3.6 96.2
18 2nd Sanita Sewer line 4 at station 4+50 343 26.1 96.2 + 2.9 97.2
19 1st Sanita Sewer line 4 at station 6+00 343 27.2 94.7 + 4.0 95.7
20 2nd Sanita Sewer line 4 at station 6+00 343 26.4 96.6 + 3.2 97.6
'DOES NOT COMPLY wITH PROJECT SPECIFICATIONS
Notes:
_~
ALLIANCE GEOTECHNICAL GROUP, INC.