Hollows-LR 990406 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 4/6/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-36
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSfTY MOISTURE DRY (~ENSITY COMPACTION COMMENT*
% PCF % PCF
564 4/6/99 FG-4.0 I 26.8 92 26.9 89 97 1-A
565 4~6/99 FG-3.0 I 26.8 92 29.6 88 95 1-A
566 4/6199 FG-2.0 I 26.8 92 27.0 90 97 1 -A
567 4/6199 FG-1.0 I 26.8 92 28.4 88 95 1-A
568 4/6/99 FG I 26.8 92 28.0 89 97 1-A
569 416199 FG-4.0 I 26.8 92 29.0 88 96 1 -A
570 416199 FG-3.0 I 26.8 92 29.0 88 96 1-A
TEST LOCATION:
564 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION ~3+00
565 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #3+00
566 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION ~3+00
567 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION ~3+00
568 WATER LINE AT PAVING STATION CRESTVIEW DRIVE AT STATION #3+00
569 WATER LINE AT PAVING STATION CRESTVIEW DRIVE AT STATION #6+00
570 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION ~+00
FILL ~ A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY W1TH SPEClRCATIONS
NATURAL SUBGRAD~ B. PERCENT COMPACTION DOES NOT COMPLY WlTH SPECIFICATIONS ~/N~K~ruIly S
Geotechnical Eng/n, cc,"~g · Cons#uclion Materk~ Teslk3g · Environmental Engineering ·
REPORT OF FIELD
ALPHA T£SrlNG, INC. COMPACTION TESTS
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 416199
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-36A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID O~mUUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATE DEPTH"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
571 4/6/99 FG-2.0 1 26.8 92 29.0 88 96 1-A
572 4/6/99 FG-1.0 1 26.8 92 27.4 89 97 1-A
573 4/6/99 FG I 26.8 92 27.4 90 98 1-A
574 4/6/99 FG-4.0 1 26.8 92 27.5 89 97 1-A
575 4/6/99 FG-3.0 1 26.8 92 28.2 88 96 1-A
576 4/6/99 FG-2.0 I 26.8 92 28.1 88 96 1-A
577 4/6/99 FG-1.0 I 26.8 92 27.6 89 96 1-A
TEST LOCATION:
571 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #6+00
572 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #6+00
573 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #6+00
574 WATER LINE AT PAVING STATION CRESTVIEW DRIVE AT STATION #9+00
575 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #9+00
576 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #9+00
577 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION ~9+00
RLL * A. IN PLACE PERCENT ~RE AND PERCENT COMPACTION COMPLY wrrH SPEClFICA~ONS
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~~+ltted~
LIME STABI! 171=r~ C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY ~ SPECIFICATIONS
CEMENT TREATED O RErES~ ~ ALPH~G?,~
~techn/co/Eng/neer/?4~ · Cons#uct~ Moterk:~ Tesflr4~ · Envfronrnento/Er4~/need~ · C. onsu#/r4~
REPORT OF FIELD
COMPACTION TESTS
ALPHA T£STING, 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 4/6/99
DALLAS, TEXAS
PROJECT HOLLOWS (~} NORTHLAKE WOODLAND OUR REPORT NO. 99128-36B
COPPELL, TEXAS
TEST DATA:
TEST '~. ELEV. SOIL ID Om~lUH MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH'~ NUMBER MOISTURE DRY DENSITY MOIS'I'~RE DRY DENSnY COMP^C'nON COMMENT*
% PCF % PCF
578 416/99 FG 1 26.8 92 27.8 89 97 1-A
579 4/6/99 FG-4.0 I 26.8 92 27.8 89 96 1-A
580 4/6/99 FG-3.0 1 26.8 92 29.1 89 97 1-A
581 4/6/99 FG-2.0 1 26.8 92 28.9 89 97 1-A
582 4/6/99 FG-1.0 1 26.8 92 30.6 89 97 1-A
583 4/6/99 FG 1 26.8 92 28.0 90 98 1-A
584 4/6199 FG-4.0 1 26.8 92 29.9 89 97 1-A
TEST LOCATION:
578 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #9+00
579 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #12+00
580 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #12+00
581 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #12+00
582 WATER LINE AT PAVING STATION CRESTVIEW DRIVE AT STATION #12+00
583 WATER LINE AT PAVING STATION CRESTVIEW DRIVE AT STATION #12+00
584 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #15+00
FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WiTH SPECIFICATIONS
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WTT'H SPECIFICATIONS
CEMENT TREATED Dm RETEST r,~ AL~~.:JNC.
Geotechnic'al Engincc#~ · Corts#uclic~ IVk:#efla~ Tes~'~g · Environmental Engineedng · ~
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 4/6/99
DALLAS, TEXAS
PROJECT HOLLOWS ~} NORTHLAKE WOODLAND OUR REPORT NO. 99128-36C
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OI:~T1MUM MAXIMUM LAB IN PLACE iN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENsn-,rCOMP^C'nON COMMENT*
% PCF % PCF
585 416/99 FG-3.0 I 26.8 92 29.1 90 98 1-A
586 4/6/99 FG-2.0 I 26.8 92 27.6 91 99 1-A
587 4/6/99 FG-1.0 I 26.8 92 29.2 90 98 1-A
588 4/6/99 FG 1 26.8 92 30.5 89 97 1-A
589 416199 FG-4.0 1 26.8 92 27.1 92 99 1-A
590 4/6/99 FG-3.0 I 26.8 92 29.5 90 97 1-A
591 416199 FG-2.0 1 26.8 92 28.6 90 98 1-A
TEST LOCATION:
585 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #15+00
586 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #15+00
587 WATER LINE AT PAVING STATI~)N CRESTVlEW DRIVE AT STATION #15+00
588 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #15+00
589 WATER LINE AT PAVING STATION CRESTVIEW DRIVE AT STATION #18+00
590 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #18+00
591 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #18+00
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WffH SPECIFICATIONS
LIME STAB~UZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY VVI'FH SPECIFICATIONS
CEMENT TREATED D. RETEST [~~;;~NC~C.
Geotechnical Engineering · Construction Mateda~ Testing · Envkanmen~ Engineeflng · ~
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 4/6/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-35
COPPELL, TEXAS
TEST DATA:
TEST '~ ELEV. SOIL ID om'tMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOIS"rURE DRY DENSrrY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
536 416199 FG-1.0 I 26.8 92 30.0 89 97 1-A
537 4/6/99 FG 1 26.8 92 30.8 89 96 1-A
538 4/6/99 FG-4.0 I 26.8 92 29.4 90 98 1-A
539 4/6/99 .FG-3.0 I 26.8 92 29.6 89 97 1-A
540 4/6/99 FG-2.0 1 26.8 92 28.6 90 98 1-A
541 4~6/99 FG-1.0 1 26.8 92 27.6 91 99 1-A
542 4/6/99 FG 1 26.8 92 30.1 89 97 1-A
TEST LOCATION:
536 WATER LINE AT PAVING STATION CRESTVIEW DRIVE AT STATION #18+00
537 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #18+00
538 WATER LINE AT PAVING STATION CRESTVIEW DRIVE AT STATION f~21+00
539 WATER LINE AT PAVING STATION CRESTVIEW DRIVE AT ,.~TATION #21+00
540 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #21+00
541 WATER LINE AT PAVING STATION CRESTVIEW DRIVE AT STATION #21+00
542 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION ~21+00
FILL '*' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY wI'rH SPEC. IRCA'TION$ ~,,~lc~fully SU~ ~
UME STABILIZED C. PERCENT IN PI.ACE MOISTURE DOES NOT COMPLY wrrH SPECIFICATIONS
CEMENT TREATED D. RETEST ~
Geotechnk:~ Engheefing · Cons#uctk~ Materk~s Tes~g · Envfronmentc~ E~ · Consu~g
REPORT OF FIELD
ALPHA TESrIN@, INC. COMPACTION TESTS
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 4/6199
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-35A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OI:~'IMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH"~,~ NUMBER MOISTURE DRY DENSTTY MOISTURE DRY DENSR'Y' COMPACTION COMMENT*
% PCF % PCF
543 4/6/99 FG-4.0 I 26.8 92 28.4 91 98 1-A
544 4/6/99 FG-3.0 I 26.8 92 27.0 91 99 1-A
545 4/6/99 FG-2.0 1 26.8 92 29.9 89 97 1-A
546 4/6/99 FG-1.0 I 26.8 92 29.3 90 98 1-A
547 4/6/99 FG I 26.8 92 28.2 90 98 1 -A
548 4/6/99 FG-4.0 1 26.8 92 29.9 89 97 1 -A
549 416199 FG-3.0 I 26.8 92 29.3 90 98 1-A
TEST LOCATION:
543 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #24+00
544 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #24+00
545 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION ~24+00
546 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #24+00
547 WATER LINE AT PAVING STATION CRESTVlEW DRIVE AT STATION #24+00
548 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION #8+00
549 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION #8+00
FILL .e A. IN PLACE PERCENT MO~SI'URE AND PERCENT COMPACTION COMPLY Wrl'l..I SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COM,OACT'ION DOES NOT COMPLY VVi"i-H .SPECiFiCATiONS
LIME ~FABILIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH Si:~EClFICA~
CEMENT TREATED D RE-I'EST ~~.~,~~~I, ~
Geotechnical Engineering · ConsITuc~ Mate#ab Testing · Environmental Engineedr~ · Consufllhg
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 4/6199
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-35B
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPT~MUU MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH "- NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
550 4/6/99 FG-2.0 1 26.8 92 27.4 91 99 1-A
551 416/99 FG-1.0 I 26.8 92 27.7 91 99 1-A
552 4/6199 FG 1 26.8 92 29.4 90 97 1-A
553 4/6/99 FG-3.0 1 26.8 92 28.7 90 98 1-A
554 4/6/99 FG-3.0 I 26.8 92 29.8 89 97 1-A
555 4/6/99 FG-2.0 I 26.8 92 28.7 90 98 1-A
556 4/6~99 FG-1.0 I 26.8 92 29.8 89 97 1-A
TEST LOCATION:
550 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION #8+00
551 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION ~8+00
552 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION #8+00
553 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION #5+00
554 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION #5+00
583 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION ~5+00
584 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION #5+00
FILL e A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACI'ION COMPLY WTI'H SPECIFICATIONS
NATURALSUBGRADE a. PIERCENTCOMPAC'FIONDOiESNOTCOMPLYWITHSPECIFiCAT1ONS ~ully Subm~_
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WlTH SPEClFICA'T1ONS
CEMENT TREATED D. RETEST
Geotechnical Engineering · ~ Materiats Testing · Environmental Englneeflng · Consu~
REPORT OF FIE£.D
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 4/6/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 9912~35C
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OI~T1MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSnY MO~URE DRY OENS~Y COMPACT~ COMMENT*
% PCF % PCF
557 4/6199 FG I 26.8 92 27.7 91 99 1-A
558 4/6199 FG-4.0 1 26.8 92 29.8 90 97 1-A
559 4/6199 FG-3.0 I 26.8 92 29.0 90 98 1-A
560 4/6/99 FG-2.0 I 26.8 92 29.2 90 98 1-A
561 4/6199 FG-1.0 I 26.8 92 27.1 91 99 1-A
562 4/6/99 FG I 26.8 92 28.7 90 98 1-A
563 4/6~99 FG~,.0 I 26.8 92 28.5 90 98 1-A
TEST LOCATION:
557 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION ~5+00
558 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION #2+00
559 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION ~F2+00
560 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION #2+00
561 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION ~2+00
562 WATER LINE AT PAVING STATION HIDDEN HOLLOW COURT AT STATION ~2+00
563 WATER LINE AT PAVING STATION HOLLOW RIDGE PLACE AT STATION #3+00
FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMP~ DOES NOT COMPLY WITH SPECIFICATIONS
LIME STABILIZED C. PERCENT ,. PLACE MOISTURE DOES NOT COMPLY WlTH SPECIFICATIONS .
CEMENTTREATED D. RETEST ~.~AtJ~E8~_~ ~
Geotechnicol Engineering · C~ Mote#als Testing · Environmentol Engineedng · Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTtNG, 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 4/6/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-34
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
517 4/6/99 FG-9.0 1 26.8 92 27.3 90 98 1-A
518 4~6/99 FG-8.0 I 26.8 92 28.2 89 97 1-A
519 4~6/99 FG-7.0 1 26.8 92 27.7 90 98 1-A
520 4/6/99 FG-6.0 I 26.8 92 29.1 89 97 1-AD
521 4/6/99 FG-5.0 1 26.8 92 30.1 88 96 1-A
522 4/6/99 FG-4.0 1 26.8 92 30.1 88 96 1-A
523 4~6/99 FG-3.0 1 26.8 92 30.1 89 96 1 -A
TEST LOCATION:
517 'SANITARY SEWER LINE E AT STATION #10+00
518 SANITARY SEWER LINE E AT STATION #10+00
519 SANITARY SEWER LINE E AT STATION #10+00
520 RETEST OF TEST #496 DATED 3/29/99
521 SANITARY SEWER LINE E AT STATION #10+00
522 SANITARY SEWER LINE E AT STATION #10+00
523 SANITARY SEWER LINE E AT STATION #10+00
I FILL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WlTH SPECIFICATIONS
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICAllONS J / J /~~F~Submitted. ~
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS .~ J J
4 CEMENT TREATED D. RETEST
Geotechnical Engineering · Construction Moteriots Testing · Environmentol Engineering · Consufling
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 4/6/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-34A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB ~N PLACE IN PLACE PERCENT
NO. DATE DEPT~'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
584 4/6/99 FG-2.0 I 26.1 92 28.8 90 97 1-A
585 4/6/99 FG-1.0 I 26.1 92 30.0 88 96 1-A
586 4/6/99 FG I 26.1 92 30.7 88 95 1-A
587 4/6/99 FG-8.0 1 26.1 92 28.6 90 98 1-A
588 4~6/99 FG-7.0 1 26.1 92 27.8 90 98 1-A
589 4/6~99 FG-6.0 1 26.1 92 29.3 89 97 1-A
590 4/6~99 FG-5.0 I 26.1 92 27.5 91 98 1-A
TEST LOCATION:
584 SANITARY SEWER LINE E AT STATION #10+00
585 SANITARY SEWER LINE E AT STATION #10+00
586 SANITARY SEWER LINE E AT STATION #10+00
587 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #10+00
588 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #10+00
589 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #10+00
590 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #10+00
FILL w A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respecff~J~uDmitted -~
CEMENT TREATEDLIME STABILIZED CD. RETEsTPERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS AL~A/~ ~TE/~iG~'~~N~~
Geotechnical Engineering · Cons#uc#on Materials Testing · Environmental Engineering · Consutting
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 4/6/99
DALLAS, TEXAS
PROJECT HOLLOWS {~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-34B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH'~ NUMBER MOISTURE DRY DENSr~f MOISTURE DRY DENSITY COMPACT]ON COMMENT*
% PCF % PCF
531 4/6/99 FG-4.0 1 26.1 92 28.5 89 97 1-A
532 4/6~99 FG-3.0 I 26.1 92 28.2 90 98 1 -A
533 4/6/99 FG-2.0 1 26.1 92 26.9 91 98 1-A
534 4/6~99 FG-1.0 I 26.1 92 27.8 90 98 1-A
535 4/6~99 FG I 26.1 92 28.1 90 98 1-A
TEST LOCATION:
531 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #10+00
532 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #10+00
533 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #10+00
534 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #10+00
535 TEST PIT BACKFILL AT SANITARY SEWER LINE E AT STATION #10+00
1. FILL '~ A IN PLACE PERCENT MOIST'~JRE AND PERCENT COMPACTION COMPLY WITH SPECIFICAT]ONS
3 L,~E STAB,L,ZED C. PERCEN*.. PLACE ~O. STU.E OOES.OT CO~..Y WP. S~C.F,CAT]ONS
4 CEMENT TREATED D. RE'ST ~ ALPt~ES~
Geotechnical Engineering · Construction Materials Tes#ng · Environmental Engineering · Consulting