Gunner P2-LR000518 TERRA-MAR, INC.
GEOTECHNICAL ENVIRONMENTAL AND MATERIALS ENGINEERS
D.gLLAS FORT WORTH HOUSTON LONGVIEW .dUSTIN
11050 Ables Lane, Dallas, Texas 75229 Phone.'972-488-8800
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D-2922)
CLIENT: North American Communities DISTRIBUTION:
PROJECT: Karrington Apartments Archon Group - Angle Rawie
TMI REPORT #: DC00-040-021 N. American Communities - Kurt Heinbecker
REPORT DATE: 5/18/00 C.D Construction - Doyle Dameron
CiD' of Coppell - Garreth Campbell
CiW of Coppell - Greg Jones
Don Matlock - Fax: 972-906-0608
SPECIFICATIONS TEST DATA
Percent Compaction: 95 Date Tested: 5:'9/00
Moisture Content CA,): Opt. -2 to *4 Technician: J. Moreland
MATERIAL REFERENCE CURVE DATA
CURVE TEST O.M.C. M.D.D.
NO. METHOD MATERIAL DESCRIPTION (%) (PCF)
6782 ASTM-D698 Dark Brown & Olive Brown Clay w:' Limestone 27.1 91.1
6689 ASTM-D698 Dark Brown & Tan Clay w/Tan Limestone Fragments 21.7 98.4
IN-PLACE TEST RESULTS
DENSITY AND MOISTURE TESTS ARE PER ASTM D2922. D3017. RESPECTIVELY
TEST ELEVATION REF. % WET DRY %
NO. OR LIFT LOCATION Ct'RVE MOIST. DENSITY DENSITY DENSITY
8" S. Sewer Line "B"
1 FG-5' at station 2~-80 center line 6782 31.0 113.8 86.9 95
2 FG-4' at stat]on 2*79 center line 6782 30.4 114.5 87.8 96
3 FG-3' at stat]on 2+78 center line 6782 31.1 116.2 88.6 97
4 FG-2' at stauon 2+77 center line 6782 29.0 116.0 89.9 99
5 FG-1' at stat]on 2+76 center line 6782 26.9 118.5 93.4 103
6 F6 at station 2+75 center line 6782 30.3 114.9 88.2 97
7 FG-4' at station 5+30 center line 6782 31.1 116.2 88.6 97
8 FG-3' at stat]on 5+29 center line 6782 27.2 115.6 90.9 100
9 FG-2' at stauon 5~28 center line 6689 25.6 122.5 97.5 99
10 FG-I' at stat]on 5+27 center line 6689 24.5 117.4 94.3 96
11 F6 at stat]on 5+26 center line 6689 23.1 119.3 96.9 98
12 FG-4' at stat]on 8+50 center line 6782 30.3 113.6 87.2 96
GAUGE SN: 3141 DENSITY STD. COUNT: 3806 MOISTURE STD. COUNT: 340
"R" AFTER TEST NUMBER INDICATES RETEST. GAUGE MANUFACTURER:
* INDICATES FAILURE TO ("OMPLY WITH PROJECT SPECIFICATIONS G..\UGE MODEk NO.'
REMARKS:
Note:
Page 1 of 2 ,
Project Manager
Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.
TERRA-MAR, INC.
GEOTECHNIC.M., ENVIRONMENTAL AND MATERIALS ENGINEERS
DALLAS FORT WORTH HOUSTON LONGVIEW AUSTIN
11050 Ables Lane. Dallas. Texas 75229 Phone:972-488-8800
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D-2922)
CLIENT: North American Communities DISTRIBUTION:
PROJECT: Karrington Apartments Archon Group - Angie Rawie
TMI REPORT Ct: DG00-040-021 N. American Communities - Kurt Heinbecker
REPORT DATE: 5/18~00 C.D. Construction - Doyle Dameron
Cib' of Coppell - Garreth Campbell
City.' of Coppell - Greg Jones
Don Matlock - Fax: 972-906-0608
SPECIFICATIONS TEST DATA
Percent Compaction: 95 Date Tested: 5."9."00
Moisture Content (%): Opt. -2 to ~-4 Technician: J. Moreland
MATERIAL REFERENCE CURVE DATA
CURVE TEST O.M.C. M.D.D.
NO. METHOD MATERIAL DESCRIPTION' (%) (PCF)
6782 ASTM-D698 Dark Brown & Olive Brown Clay w/Limestone 27.1 91.
6689 ASTM-D698 Dark Brown & Tan Clav w:' Tan Limestone Fragments 21.7 98.4
IN-PLACE TEST RESULTS
DENSITY AND MOIST['RE TESTS ARE PER ASTM D2922, D3017. RESPECTIVELY
TEST ELEVATION REF. % WET DRY %
NO. OR LIFT LOCATION CURVE MOIST. DENSITY DENSITY DENSITY
8" S. Sewer Line "B"
13 FG-Y at stat]on 8+44 center line 6782 29.9 113.7 87.5 96
14 FG-2' at stat]on 8+48 center line 6782 28.6 113.0 87.9 96
15 FG-I' at station 8+47 center line 6782 30.8 114.7 87.7 96
16 FG at statzon 8+46 center line 6782 26.9 116.1 91.5 100
17 FG-Y at stat]on 11+50 center line 6782 39.3* 112.4 80.7* 89
18 FG-2' at stat]on 11+49 center line 6782 32.1' 112.3 85.0* 93
19 FG-I' at stat]on 11+48 center line 6782 27.8 114.0 89.2 98
20 FG-Y at stanon 2+75 center line 6782 28.4 118.4 92.2 101
21 FG-2' at stat]on 2+74 center line 6782 25.6 115.4 91.9 101
22 FG-I' at stanon 2+73 center line 6782 29.7 112.8 87.0 95
23 FG at station 2+72 center line 6782 31.0 113.3 86.5 95
GAUGE SN: 3141 DENSIIY STD. COUNT: 3806 MOISTURE STD. COUNT: 340
"R" AFTER TEST NUMBER INDICATES RETEST. (;AUGE MANUFA('TURER:
* INDICATES FAILURE TO COMPLY WITH PROJECT SPECIFICATIONS GAUGE MODEL NO.:
REMARKS:
Note:
Galy D. Dry
Project Manager
Note: This report is for the exclusive use of the Client addressed. This report may not be reproduced except in its
entirety, without the written consent of TMI. Results apply only to above tests.