Hollows-LR 990419 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 4/19/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-46
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID o~nMuM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH-~ NUMBER MOISTURE DRY D~NSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
699 4/19/99 FG-7.0 1 26.8 92 29.5 88 96 1-A
700 4/19/99 FG~. 0 I 26.8 92 28.1 89 97 1 -A
701 4/19/99 FG-5.0 I 26.8 92 28.6 89 96 1 -A
702 4119199 FG-4.0 1 26.8 92 29.5 88 96 1-A
703 4119/99 FG-3.0 I 26.8 92 29.2 88 96 1-A
704 4/19~99 FG-2.0 I 26.8 92 28.8 89 96 1-A
705 4/19199 FG-1.0 1 26.8 92 29.3 88 95 1-A
TEST LOCATION:
699 SANITARY SEWER LINE G AT STATION #1+86
700 SANITARY SEWER LINE G AT STATION #1+86
701 SANITARY SEWER LINE G AT STATION #1+86
702 SANITARY SEWER LINE G AT STATION #1+86
703 SANITARY SEWER LINE G AT STATION #1+86
704 SANITARY SEWER LINE G AT STATION #1+86
705 SANITARY SEWER LINE G AT STATION #1+86
1 FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~"tlr~
Geo~ E~ · ~#on IV/cYredols Tes#ng · Environmental Engineering · Consul#ng
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN( , 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 4/19199
DALLAS, TEXAS
PROJECT HOLLOWS ~) NORTHLAKE WOODLAND OUR REPORT NO. 99128-46A
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOI,.RTURE DRY DENSR'Y COMPACTION COMMENT*
% PCF % PCF
706 4119~99 FG I 26.8 92 28.9 88 96 1-A
707 4/19/99 FG-7.0 1 26.8 92 27.0 90 98 1-A
708 4119/99 FG-6.0 I 26.8 92 28.8 89 96 1-A
709 4119/99 FG-5.0 I 26.8 92 26.8 89 97 1 -A
710 4/19/99 FG-4.0 I 26.8 92 28.1 89 96 1-A
71.1 4/19199 FG-3.0 1 26.8 92 27.0 90 98 1-A
712 4119199 FG-2.0 I 26.8 92 28.8 88 96 1-A
TEST LOCATION:
706 SANITARY SEWER LINE G AT STATION #1+86
707 SANITARY SEWER LINE H AT STATION #0+05
708 SANITARY SEWER LINE H AT STATION #0+05
709 SANITARY SEWER LINE H AT STATION ~0+05
710 SANITARY SEWER LINE H AT STATION ~q)+05
711 SANITARY SEWER LINE H AT STATION ~0+05
712 SANITARY SEWER LINE H AT STATION fK)+05
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY wI'rH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPAC'~ON DOES NOT COMPLY WiTH .ECIFICA-- Re~ _-trulmy Subnlitt~l~ ~..~
s. ,,ME ST~a,,,~ C. PE,ca, rr IN n_^cE ~s~u,s ~x~s ,oT coMpLY wrm spEaF~c^~o,s
4. CEMENT TREATED D. RETESl' ~ ALPHA~~
Geo~ Engineering · ~ Mot6~31s Testing · Environrnentol Engineen'ng · Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTIN( , INC.
2209 Wisconsin St., Suite lO0
Do#os, Texos 76229
972/620-891 ~ - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/19/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-46B
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID Om3MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DENSITY MOI~I'URE DRY DENSffY COmPACTiON COMMENT*
~ PCF % PCF
713 4/19/99 FG-1.0 I 26.8 92 27.8 90 98 1-A
714 4/19/99 FG 1 26.8 92 28.4 89 96 1-A
TEST LOCATION:
713 SANITARY SEWER LINE H AT STATION ~)+05
714 SANITARY SEWER LINE H AT STATION
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY W/TH SI=ECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOI,.~TURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D RETEST ~. AL~G, INC.
Geo~ E~ · Constructio~ Moterk3fs Tes#ng · Envfronmentol Engineering · Consu~