Hollows-LR 990408 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 7~229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4~8~99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-37
COPPELL, TEXAS
TEST DATA:
TEST '~ ELEV. SOIL ID o~nMUM MAXJMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
~ I:~CF % PCF
592 4/8/99 FG-3.0 I 26.8 92 28.3 88 96 1-A
593 4/8/99 FG-2.0 1 26.8 92 27.3 90 97 1-A
594 4/8/99 FG-1.0 1 26.8 92 27.1 90 98 1-A
595 4/8199 FG I 26.8 92 29.0 89 96 1-A
596 418199 FG-4.0 1 26.8 92 27.1 90 98 1-A
597 4/8/99 FG-3.0 1' 26.8 92 29.3 88 95 1-A
598 4/8199 FG-2.0 I 26.8 92 29.0 89 97 1 -A
TEST LOCATION:
592 WATER LINE AT PAVING STATION HOLLOW RIDGE PLACE AT STATION #3+00
593 WATER LINE AT PAVING STATION HOLLOW RIDGE PLACE AT STATION #3+00
594 WATER LINE AT PAVING STATION HOLLOW RIDGE PLACE AT STATION f~,+00
595 WATER LINE AT PAVING STATION HOLLOW RIDGE PLACE AT STATION #3+00
596 WATER LINE AT PAVING STATION HOLLOW CIRCLE AT STATION
597 WATER LINE AT PAVING STATION HOLLOW CIRCLE AT STATION #2+00
598 WATER LINE AT PAVING STATION HOLLOW CIRCLE AT STATION #2+00
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY VVlTH SPECIFICA"I~)NS RJ~l!~'::~ly Subm~ed ~
Geotechn/ca/Eng/neefing · ~ Moteflo/s Testing · Envfronmen/of Eng/needng · Consu/fing
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 4/8/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-37A
COPPELL, TEXAS
TEST DATA:
TEST '~. ELEV. SOIL ID OrmMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY DENsrrY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
599 4/8/99 FG-1.0 I 26.8 92 28.1 90 98 1-A
600 4/8/99 FG I 26.8 92 30.3 88 95 1-A
601 418199 FG-2.0 1 26.8 92 29.2 89 96 1 -A
602 4/8/99 FG-1.0 1 26.8 92 28.3 90 98 1-A
603 418199 FG 1 26.8 92 28.9 89 97 1-A
604 4/8/99 FG-2.0 I 2618 92 29.7 88 96 1-A
605 418/99 FG-1.0 I 26.8 92 30.6 88 96 1-A
TEST LOCATION:
599 WATER LINE AT PAVING STATION HOLLOW CIRCLE AT STATION #2+00
600 WATER LINE AT PAVING STATION HOLLOW CIRCLE AT STATION #2+00
601 STORM SEWER LINE A AT STATION #3+00
602 STORM SEWER LINE A AT STATION #3+00
603 STORM SEWER LINE A AT STATION #3+00
604 STORM SEWER LINE A AT STATION ~6+00
605 STORM SEWER LINE A AT STATION ~+00
1. FILL *' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WTTH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Res~!~'B~ubmitte~
3 LIME STABILIZED C. PERCENT IN PLACE MOIb~rURE DOES NOT COMPLY wrrH SPECIFICATIONS
4 CEMENT TREATED D. RETEST
Geotechn/ca/Eng/nee#ng · ~ Mate#a/s Testing · Envfronmentaf ~ · Consu/ff~
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 4~8~99
DALLAS, TEXAS
PROJECT HOLLOWS ¢~} NORTHLAKE WOODLAND OUR REPORT NO. 99128-37B
COPPELL, TEXAS
TEST DATA:
TEST '~. ELEV. SOIL ID OPTIMUM MAXJMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
606 41819g FG I 26.8 92 26.8 91 99 1-A
607 418199 FG-3.0 I 26.8 92 30.0 89 96 1-A
608 4/8199 FG-2.0 I 26.8 92 28.8 89 97 1-A
609 418/99 FG-1.0 I 26.8 92 27.6 90 98 1-A
610 418/99 FG I 26.8 92 30.1 88 96 1-A
611 4/8/99 'FG-3.0 I 26.8 92 29.2 89 97 1-A
612 4/8~99 FG-2.0 I 26.8 92 28.1 90 98 1-A
TEST LOCATION:
606 STORM SEWER LINE A AT STATION #~+00
607 STORM SEWER LINE A AT STATION #9+00
608 STORM SEWER LINE A AT STA~TION #9+00
609 STORM SEWER LINE A AT STATION #9+00
610 STORM SEWER LINE A AT STATION #9+00
611 STORM SEWER LINE A AT STATION #12+00
612 STORM SEWER LINE A AT STATION #12+00
FILL a, A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY W~TH SPECIFICATIONS
LIME STABILIZED C. PERCENT IN PLACE M(~STURE DOES NOT C~Y WITH SPECIFICATIONS
CEMENT TREATED D RETEST ~~_~
Geotechnk~ol Engineering · Construc~ Matedats Tesflr~ · Environmental Engineering · Consulf~
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 4~8~99
DALLAS, TEXAS
PROJECT HOLLOWS ~} NORTHLAKE WOODLAND OUR REPORT NO. 99128-37C
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH'~ NUMBER MOIS-FURE DRY D~NSITY MOISTURE DRY DENsrrY COMPACTION COMMENT*
% PCF % PCF
613 4/8/99 FG-1.0 I 26.8 92 29.6 89 97 1-A
614 4/8/99 FG 1 26.8 92 29.7 89 96 1-A
TEST LOCATION:
613 STORM SEWER LINE A AT STATION #12+00
614 STORM SEWER LINE A AT STATION #12+00
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACI~K~N COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE a. PERCENT COMPACTION DOES NOT COMPLY WlTH SPECIFICATIONS R~f~y Subm~ed~..
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED O. RETEST / ALPI::IA-I~TING Jl,~ ,
Geotechnical Engic~.c,'i~ · Consln~ Materials Testing · Environmental Engin~ · Con~