Hollows-LR 990405 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/5/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-33
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOlE ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
498 4/5/99 FG-9.0 1 26.8 92 28.2 88 96 1-A
499 4/5~99 FG-8.0 1 26.8 92 28.4 88 96 1 -A
500 4~5/99 FG-7.0 1 26.8 92 26.9 91 98 1-A
501 4/5/99 FG-6.0 I 26.8 92 28.1 89 97 1-AD
502 4/5~99 FG-5.0 I 26.8 92 29.0 88 96 1-A
503 4/5/99 FG-4.0 1 26.8 92 27.5 90 97 1-A
504 4/5/99 FG-3.0 I 26.8 92 28.8 89 97 1-A
TEST LOCATION:
498 SANITARY SEWER LINE E AT STATION #13+00
499 SANITARY SEWER LINE E AT STATION #13+00
500 SANITARY SEWER LINE E AT STATION #13+00
501 RETEST OF TEST #.495 DATED 3~29~99
502 SANITARY SEWER LINE E AT STATION #13+00
503 SANITARY SEWER LINE E AT STATION #13+00
504 SANITARY SEWER LINE E AT STATION #13+00
1. FILL a, A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY W1TH SPECIFICATIONS
2. NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLYW1TH SPECIFICATIONS R~l;~c~ully Subm~
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
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~technical Engineering · Construc#on IV~Ls Tesl~3g · Envfronmenta/Eng/neer/r~ · Consut/fr~
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/5/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-33A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
505 4/5/99 FG-2.0 I 26.1 92 26.9 90 97 1-A
506 4/5/99 FG-1.0 I 26.1 92 27.8 89 97 1-A
507 4/5/99 FG I 26.1 92 28.3 89 96 1-A
508 4/5/99 FG-8.0 I 26.1 92 29.2 88 95 1-A
509 4/5/99 FG-7.0 I 26.1 92 28.6 88 96 1 -A
510 4~5/99 FG-6.0 I 26.1 92 28.1 88 96 1-A
511 4/5~99 FG-5.0 I 26.1 92 27.7 89 97 1-A
TEST LOCATION:
505 SANITARY SEWER LINE E AT STATION #13+00
506 SANITARY SEWER LINE E AT STATION #13+00
507 SANITARY SEWER LINE E AT STATION #13+00
508 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #13+00
509 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #13+00
510 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #13+00
511 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #13+00
I FILL ~r A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~ "tY ~uDITlitted~
3 LIME STABILIZED C PERCENT IN PI.ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
Geotechnical Engineering · CanslTucfion Materials Testing · Environmental Engineering · Consul#ng
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/5/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-33B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
512 4/5/99 FG-4.0 1 26.1 92 29.4 89 97 1-A
513 4/5/99 FG-3.0 I 26.1 92 29.9 88 96 1-A
514 4/5~99 FG-2.0 I 26.1 92 29.8 88 96 1-A
515 4~5/99 FG-1.0 I 26.1 92 27.4 91 99 1-A
516 4/5/99 FG I 26.1 92 28.3 90 97 1-A
TEST LOCATION:
512 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #13+00
513 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #13+00
514 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #13+00
515 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #13+00
516 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #13+00
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
FILL
NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Res~ Submitted ]
LIME STABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D RETEST L~LPHA .
Geotechnical Engineering · ConsfnJc#on Motefiols Testing · Environmentol Engineering · Consulting