Hollows-LR 990220 REPORT OF FIELD
ALPHA TESTING, 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 2/20/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-9
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. BOIL ID O~MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY DENSFrY MOISTURE DRY OENSffY COUPAC~ON COMMENT*
% PCF % PCF
59 2/20199 SG I 26.8 92 27.9 91 99 2-A
60 2/20/99 SG 1 26.8 92 27.9 91 99 2-A
61 2/20/99 FG-1.9 2 24.3 95.2 24.9 93 97 1-A
62 2/20/99 FG-2.5 2 24.3 95.2 27.4 92 97 1-A
63 2/20/99 FG-4.8 2 24.3 95.2 25.5 93 98 1-A
64 2/20/99 FG-5.5 2 24.3 95.2 26.9 92 97 1-A
65 2/20/99 FG-5.6 2 24.3 95.2 26.6 93 98 1-A
TEST LOCATION:
59 HIDDEN HOLLOW COURT AT STATION ~5+00
60 HIDDEN HOLLOW COURT AT STATION #8+00
61 BLOCK A, PAD 22
62 BLOCK A, PAD 24 ·
63 BLOCK A, PAD 26
64 BLOCK A, PAD 28
65 BLOCK A, PAD 30
2. NATURAL SUBGRAOE 8. PERCENT COMPACTION DOE8 NOT COMPLY WITH SPECIFICATIONS (~ MI
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIF3CATIOh~
4 CEMENT TREATED D. RETEST ~-/~1PHA TE.~T4NG, I!~___~
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
REPORT OF FIELD
ALPHA TESTING, 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 2/20199
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-9A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID o~Mu~ MAXIMUM LAB IN PLACI~ IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DflYDENSITY MOISTURE DRYDENSI-~f COMPACTION COMMENT*
96 PCF % PCF
66 2/20/99 FG-5.8 2 24.3 95.2 27.1 92 96 1-A
67 2/20/99 FG-3.3 2 24.3 95.2 28.0 91 96 1-A
TEST LOCATION:
66 BLOCK A, PAD 32
67 BLOCK A, PAD 34
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFK:ATIONS
2 NA~JRAL St.J~RAO~ B P~=-RCENT COMPACTION DOES NOT COMI=LY VVITH SPECIFICATIONS Resl~nmll~ ~
Geotechnical Engineering · Construclk)n MateriaJs Testing · Environmental Engir'~'"---.fing · Consulting
REPORT OF FIELD
ALPHA TESTtNG, tNC. 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 2/20/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-8
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID O~nMUM MAXIMUM LAB IN PLACE IN Pt. ACE PERCEI~F
NO. DATE DEPTH~ NUMBER MOIb-"RJRE ORY DENSITY MOISTURE DRY DENSrI~ COMPACTION COMMENT*
% PCF % PCF
50 2/20199 SG I 26.8 92 28.4 91 98
51 2/20/99 SG I 26.8 92 26.9 91 99 2-A
52 2/20/99 SG I 26.8 92 26.8 92 100 2-A
53 2/20/99 FG 2 24.3 95.2 25.7 91 96 1-A
54 2/20199 FG-1.7 2 24.3 95.2 26.0 91 96 1-A
55 2/20/99 SG/FG 2 24.3 95.2 26.2 91 95 2-A
56 2/20/99 FG 2 24.3 95.2 25.5 91 95 2-A
TEST LOCATION:
50 BLOCK A, PAD 59
51 BLOCK A, PAD 57
52 BLOCK A, PAD 55
53 BLOCKB, PAD2
54 BLOCKB, PAD4
55 BLOCKB, PAD6
56 BLOCKB, PAD8
! FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY VVITH ~PECIFICA?IONS
2. NATURAL ~.IBGRADE B. PERCENT COMPACTION DO~$ NOT COMPLY1/VITH SPECIFICATIONS
3 LIME STABILIZED C PERCENT IN PLACE MO~TURE DOES NOT COMPLY WITH SPE~IFICATtON~
4 CEMENT TREA~.~D D RETEST
Geotechnical Engineering · Construction Moteriols Testing · Environmentol Engineering · Consulting
REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St,, Suite 100
Daflas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 2~20~99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-8A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID o~nuua MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER ' MOIffillJRE DRY DENSITY MOISTURE DRY DENSffY COMP^CTION COMMENT*
% PCF % PCF
57 2/20/99 FG-3.1 2 24.3 95.2 25.3 91 95 1-A
58 2/20/99 FG-2.6 2 24.3 95.2 27.0 90 94 1-B
TEST LOCATION:
·
57 BLOCKB, PAD9
58 BLOCKB, PAD 9
1.FILL 'e A. IN PLACE PERCENT MOISI'URE AN[) PIERCENT COMPACTION COMPLY WITH SPECiFiCATiONS Ubl~..~
2 NATURAL SUI~RAI:~ a I=I~CENT COI~P~."13ON I:XX~S NO? COMPLY wrm SPEClFICAllONS ~llyS
3 UME STABILLTED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATK)N$ '
4 CI=MENT TREATED D RETEST ~~~)
Geatechnical Engineering · Construction Materials Tes#ng · Environmental Engineenng · Consulting