Hollows-LR 990513 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., S~uite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 5113/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-64
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID O~M MAXJl~KJM ~ IN PLAC~ IN ~ PERCENT
NO. DATE DEPTH NUMBER MOISTURE DRY DEN$13Y MOISTURE DRY ~ . COMPA~ COMMENT*
% PCF ~ PCF
859 5113/99 FG 5 28.8 80.2 29.6 79 98 1 -A
860 5113/99 FG 5 28.8 80.2 29.7 79 98 1-A
861 5113/99 FG 5 28.8 80.2 30.5 79 98 1-A
,
862 5113/99 FG 5 28.8 80.2 29.8 79 99 1-A
863 5113/99 FG 5 28.8 80.2 28.5 80 100 1-A
864 5/13/99 FG 5 28.8 80.2 3,0.5 79 98 1-A
865 5/13/99 FG 5 28.8 80.2 28.8 80 100 1-A
TEST LOCATION:
859 CRESTVIEW DRIVE AT STATION #0+95
860 CRESTVlEW DRIVE AT STATION #3+00
861 CRESTVlEW DRIVE AT STATION #5+20
862 CRESTVlEW DRIVE AT STATION #7+80
863 CRESTVlEW DRIVE AT STATION #10+00
864 .CRESTVlEW DRIVE AT STATION #12+00
865 CRESTVlEW DRIVE AT STATION #14+50
FILL ,e A. IN Pk,a,.CE PEI~CENT NIO~S'TURE AND I=~RCENT COMPACTION COMI:~Y 'WITH SPEClFICA~
LIME STABILIZED C. PERCENT ~ PLACE MOISTURE DOES NOT COMPLY WII'H SPECIFICATIONS
CEMENT I'REATED O. RETEST ~~,~.
Geotechnicol Engineering · ConstructkTn Materials Testing · Environmentol Engineedng · Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
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 5113/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-64A
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID oP'nMuM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOIS'~'IJRE DRY' DF_.N~TY MOISTURE DRY IDENS/TY COMPACTION COMMENT*
866 5/13/99 FG 5 28.8 80.2 30.5 79 99 1-A
867 5/13199 FG 5 28.8 80.2 30.9 79 98 1-A
868 5/13/99 FG 5 28.8 80.2 28.8 80 100 1-A
869 5/13/99 FG 5 28.8 80.2 29.5 79 99 1-A
870' 5113/99 FG 5 28.8 80.2 30.8 79 98 1-A
TEST LOCATION:
866 CRESTVIEW DRIVE AT STATION #16+28
887 CRESTVlEW DRIVE AT STATION #18+50
868 CRESTVlEW DRIVE AT STATION #20+95
869 CRESTVlEW DRIVE AT STATION *L'23+50
870 CRESTVIEW DRIVE AT STATION #25+00
1. FILL *' A. IN PLACE PERCENT MOL.R'I'UR~ AND PERCENT COMPACTION COMPLY WITH ,.~:~ECIFICATIONS
2. NATURAL SlJBGRADE B. PERCENT COMPACTION OO~S NOT COMPt.Y WITH SPEClFICATION~
3. LIME ~"rABIUZED C. PERCENT IN PI.ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEME.TTREA'mD o. RErEm'
Geotechnical Engineering · Conshucfi(~ Materials Testing · Environmental Engineering · Consuth'ng
ALPHA TESTING, INC. MECHANICAL
2209 Wisconsin St., $_.uite 100 STABILIZATION / MODIFICATION
Dallas, Texas 75229 FINAL MIX
972/6208911 - 972/263-4937 (Metro)
FAX: 9.72/406-802~ ,
TESTgOFOR: N L W DEVELOPMENT GROUP DATE: 05/13/99
DALLAS, TEXAS
PROJECT: HOLLOW ~ NORTHLAKE OUR RILi~RT NO: 99128-63
WOODLAND
COPPEL, TEXAS
AREA OF WORK: PAVING SUBGRADR
DATE C~_.J~ENT ! ! LLME I I INITIALLY APPLIP:,D 0~07/~J~ AVERAGE FINAL COMPA(~fED D~PTH: 6 INCIIE~
DAT~ O~ F~NAL ML~N~;: 05/10/99
~I~IPLE LOCATIONS:
DEPTI! OF ~
(i~.)
CRESTVIEW DRIVE AT STATION ~25+00 7.13
CRESTVIEW DRIVE AT STATION #21+50 6.75
CRESTVIEW DRIVE AT STATION #18+00 6.44
CRESTVIEW DRIVE AT STATION #15+00 6.75
CRESTVIEW DRIVE AT STATION #12+00 6.56
CRESTVIEW DRIVE AT STATION ~)+00 6.13
CRESTVIEW DRIVE AT STATION #3+00 6.75
CRESTVIEW DRIVE AT STATION ~6+00 6.75
CRESTVIEW DRIVE AT STATION #1-+00 7.25
HIDDEN HOLLOW COURT AT STATION ~)~00 7.19
HIDDEN HOLLOW COURT AT STATION ~6+00 7.0
HIDDEN HOLLOW COURT AT STATION #3+00 7.19
HIDDEN HOLLOW COURT AT STATION #1+00 7.0
HOLLOW CIRCLE AT STATION ~0+50 6.75
Rmpecffully Submim~
Geotechnical Engineedng · Construction Materials Tes#ng · Environmental Engineering · Consulting
ALPHA TESTING, INC. MECHANICAL
2209 Wisconsin St., ;~uite lO0 STABILIZATION / MODIFICATION
Dallas, Texas 75229 FINAL MIX
972/620-8911 - 972/263-4937 (Metro)
FAX: 9.72/40&0023
TliSTED FOR: N L W DEVELOPMENT GROUP DAT Z: 05/13/99
DALLAS, TEXAS
PRO. mcr: HOLLOW ~NORTHLAKE OtrRR~PORTNO: 99128-63A
WOODLAND
COPPEL, TEXAS
AREA OF WORK: PAVING SUBGRADE
DATE CEMENT [ ] LIME [ ] INITIALLY APPLIED 0eg07/99 AVERAGE FINAL COMPACTED DEPTH: 6 INCHES
DATE OF lqnAt, MOtto{;: 05/10/99
S~MPLE LOCATIONS:
DElhi:! OF LIME
(~,'~.)
HOLLOW CIRCLE AT STATION #2+70 7.25
HOLLOW RIDGE PLACE AT STATION g4+00 7.50
HOLLOW RIDGE PLACE AT STATION #1+00 6.75
SORRO DRIVE AT STATION #0+50 6.50
Geotechnical E~ · Constnflction Mate~als Testing · Environmental Engineering · Consulting