ST9601-LR 980616 TEAM CONSULTANTS, INC.
2970 S. Walton Walker, Suite 101 Dallas, Texas 75211
214/331-4395
SUMMARY OF FIELD COMPACTION TESTS
Mr. Robert Caudill
Tiseo Paving DATE: 06/16/98 JOB TITLE: Wrangler Drive
P O Box 270040 REPORT NO: 2 Coppell, Texas
Dallas, TX 75227 JOB NO: 985142
CONTRACTOR: '-
FIELD COMPARISON
MATERIAL DESCRIPTION TEST TEST % OF
AND MC UDW MC UDW MAX.
NO. LOCATION CLASSIFICATION (%) Cnc~ (%) Cnc~ DENS. REMARK~
1. 12" water line, Sta 5+45, Brown & dark tan clay with calcareous nodules 29.5 88.9 27.0 93.1 95.4 *
18" below surface
2. 12" water line, Sta 6+60, Brown & dark tan clay with calcareous nodules 29.8 89.8 27.0 93.1 96.5 *
12" below surface
3. 12" water line, Sta 3+65, Brown & dark tan clay with calcareous nodules 28.8 90.2 27.0 93.1 98.0 *
18" below surface
4. 12" water line, Sta 3+35, Brown & dark tan clay with calcareous nodules 27.6 92.6 27.0 93.1 99.5 *
18" below surface
5. 54" storm drain, line A, Brown & dark tan clay with calcareous nodules 30.9 89.0 27.0 93.1 95.6 *
Sta 3+10, 4.5' below surface
6. 54" storm drain, Sta 1 +70, Brown & dark tan clay with calcareous nodules 28.2 90.0 27.0 93.1 96.7 *
3.5' below surfacc
7. 21" lateral, Sta 1 +52, Brown &dark tan clay with calcareous nodules 25.8 95.3 27.0 93.1 102.4 *
4.0' below surface
8. 54" storm drain, Sta 4+20, Brown & dark tan clay with calcareous nodules 29.1 86.9 27.0 93.1 93.3 **
5.0' below surface
REMARKS: * Meets specifications
· * Does not meet specifications
Time On: 1:00
Time Off: 2:30
Tech. Time: 1.5 hrs. :c~,~_~ gO_~_~_h~
Trip Charge: I SIGNED EL &. ,
ke Andrew Pietrzak, P.E.
TEAM CONSULTANTS, INC.
2970 S. Walton Walker, Suite 101 Dallas, Texas 75211
2 14/331-4395
SUMMARY OF FIELD COMPACTION TESTS
Mr. Robert Caudiil
Tiseo Paving DATE: 06/16/98 JO! FLE: Wrangler Drive
P O Box 270040 REPORT NO: 2 Coppell, Texas
Dallas, TX 75227 JOB NO: 985142
CONT ~/3'OR: '-
FIELD { OMPARISON
MATERIAL DESCRIPTION TEST TEST % OF
., AND MC UDW' ~ MC UDW MAX.
NO, LQCATION CLASSIFICATION (%) Cnci). !i {%) (p¢~ DENS. REMARKS
1. 12" water line, Sta5+45, Brown & dark tan clay with calcareous nodules 29.5 88.9 27.0 93.1 95.4 *
18" below surface
2. 12" water line, Sta 6+60, Brown & dark tan clay with calcareous nodules 29.8 89.8 27.0 93.1 96.5 *
12" below surface
3. 12" water li.e, Sta 3+65, ?_~rown & dark tan clay with calcareous nodules 28.8 90.2 27.0 93.1 98.0 *
18" below surface
4. 12" water line, Sta 3+35, 3town & dark tan clay with calcareous nodules 27.6 92.6 27.0 93.1 99.5 *
18" below surface
5. 54" storm drain, line A, Brown & dark tan clay with calcareous nodules 30.9 89.0 27.0 93.1 95.6 *
Sta 3+10, 4.5' below surface
6. 54" storm drain, Sta 1+70, Brown & dark tan clay with calcareous nodules 28.2 ' 90.0 27.0 93.1 96.7 *
3.5' below surface
7. 21" lateral, Sta 1 +52, Brown &dark tan clay with calcareous nodules 25.8 95.3 27.0 93.1 102.4 *
4.0' below surface
8. 54" storm drain, Sta 4+20, Brown & dark tan clay with calcareous nodules 29.1 86.9 27.0 93.1 93.3 * *
5.0' below surface
REMARKS: * Meets specifications
· * Does not meet specifications
Time On: 1:00
Time Off: 2:30
Tech. Time: 1.5 hrs. :c~ '
Trip Charge: I SIGNED
ke Andrew Pietrzak, P.E.