Hollows-LR 990521 REPORT OF CONCRETE
COMPRESSION TEST
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 76229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: NLW DEVELOPMENT GROUP DATE OF ISSUE: 05121199
DALLAS, TEXAS
PROJECT: HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO.: 99128-88
COPPELL, TEXAS
FIELD DATA
LOCA'nON OF CONCRETE PLACEMENT SIDEWALK: SOUTH SIDE OF CRESTVlEW AT STATION 0+50
DATE PLACED 05/21/99 PLANT ON-SITE
'nME 12:00 D~MVER TICKET NO. N/A
SLUMP (ASTM C-143) / 3.5 MIX PI~OI~ (SSD)
AIR CONTENT (ASTM C-231 I'1 OR C-173El) 4.5 CESta' N/A
A~R TEMPERATURE 87 WATER N/A
CONCRETE TEMPERATURE 86 FINE AGGREGATE N/A
DATE RECEIVED 05/22/99 COARSE AGC~EC~TE NIA
F~LD DATe, SUBMITFED BY P.M. ADMIXTURE N/A
~IX OATA SUBorn'ED BY SiTE CONCRETE
S~CIME~S C~UW,ED IN ACCORD*U~CE wrm ASTra C.~t? [] OR C-12:~.l~
COMPRESSlO~ TEST RESULTS I.J~ ~;s ma~e b~ ALPHA
(NOMINAL CYLINDER SIZE 6' X 12') representative.
(A~'TM C-3g) [] C~inders made b~ Amhilecl's
or Contra~o~s representative.
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE [~indees picked up b/ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSI laborato~.
65 LAB 05128/99 7 92,753 28.27 3,280 [] C¥~d~-s daiver~ to ~=~U~
66 LAB 06118/99 28 149,755 28.27 5,300
67 LAB 06/18/99 28 152,396 28.27 5,390 ~pressio. t~st resats c. om~ with
68 LAB HOLD H 28.27
with applicable specifmations.
;Si~.cifl~do.. 28 3, D00
REMARKS: ~,'"'~,EPI-IA TESTING. INC.
/
Geotechnical Engineering · Construction Materk~ Te~ng · Environmental Engineering · Consu~
REPORT OF CONCRETE
COMPRESSION TEST
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: NLW DEVELOPMENT GROUP DATE OF ISSUE: 05/21199
DALLAS, TEXAS
PROJECT: HOLLOWS ~} NORTHLAKE WOODLAND OUR REPORT NO.: 99128-88
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT SIDEWALK: SOUTH SIDE OF CRESTVIEW AT STATION 0+50
~TE ~L~CED 05/2119g ~T ON-SITE
~E / 12:00 Dr=Ltl/ER TICKET NO. N/A
SLUMP ~STM C-S4,~) ~ 3.5 ~X ~ ~
/dR CONTENT (ASTM C.231 [] OR C-17~~ 4.5 CEMENT N/A
AIR TEMPERATURE 87 WATER N/A
~TE REC~VED 05/22/99 CO~SE ~RC-~ATE N/A
Fra.~ ~TA suaMrr~D BY P.M. ~x'ru~E N/A
MIx I~.TA SUBM. I i*'"0 BY SITE CONCRETE
S~-ClME~S CN'P~D ~ A~E wrm ~STM C417 [] OR C-1~1 B~
_/
COMPRESSION TEST RESULTS J,J' C::,~xlers made by At. PI-lA
(NOMINAL CYUNDER SIZE 6' X 12'}
(ASTM C-3~) [] Cylinders made by kchitecrs
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE .~'/~ pi~ked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSI l.lxxmow.
65 LAB 05/28/99 7 92,753 28.27 3,280 [] ~ ~emd ~ ~PHA
66 LAB 06/18199 28 28.27
67 LAB 06118/99 28 28.27 [] ~ ~ meu~ oom~w~
68 LAB HOLD H 28.27
[]
~;~:fflcatlon. 28 3,000 ~/~,nRe~tu,y Su~rn#ted
REMARKS: ~/IALPHA TESTING, INC.
Geotechnical Enciineeri~. · Construction Materials Tes#ncl · Environmental Enclineerin.cl · Consulting,
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
I I I I I I II _ I
TESTED FOR N L W DEVELOPMENT GROUP DATE 5/21/99
DALLAS, TEXAS
PROJECT HOLLOWS ({~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-87
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID orm~uu u~x~uu ~u~ · ~N ;~_~cE ~N ~=t.~CE PERCENT
NO. DATE DEPTH NUMBER UO~S~URE ~Y DENSn~ Uo~'rU~E O~' ~ENSrr~ CO~=~'nON COMMENT*
901 5/21/99 FG 7L 30.6 83.5 30.7 82 98 3-A
902 5/21/99 FG 7L 30.6 83.5 32.8 81 97 3-A
903 5121/99 FG 7L 30.6 83.5 30.9 83 99 3-AD
904 5/21/99 FG 7L 30.6 83.5 30.6 84 100 3-AD
905 5/21/99 FG 7L 30.6 83.5 31.1 80 96 3-AD
906 5/21/99 FG 7L 30.6 8:}.5 31.4 80 96 3-A
907 5/21/99 FG 7L 30.6 83.5 31.6 83 100 3-A
TEST LOCATION:
901 ALLEY 3 AT STATION ~0+75
902 ALLEY 3 AT STATION #3+75
903 RETEST OF TEST #898 DATED 5/20/99
904 RETEST OF TEST ~899 DATED 5/20199
905 RETEST OF TEST #900 DATED 5/20/99
906 ALLEY 1 AT STATION #10+00
907 ALLEY 1 AT STATION ~ 3+00
NATURALSUBGRADE B. PERCENTCOMP.a,CTION DOES NOT COMPt. YV~'rH ~°EClFICATtONS ~ '
LIME STABI~ ;Tl=n C. I=ERCENT IN I=LACE MOI~TUR~ DOES NOT COMPLY WITH SPECIFICATIONS
CEMEN'F TREATED D. RE'I~ST
Geotechnical Engineering · ~tion Materials Testing · Envfronmental Engineering · Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.. Suite 100
Dallas, Texas 76229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 5/21199
DALLAS. TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-87A
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID op'nuu~ M~UU~ ~ tN PLACE ~N PLACE PERCENT
NO. , DATE DEPTH NUMBER MOISTURE DRY DEN~TY MOISTURE ORY OENsn'Y C:O~AC'~'~N COMMENT*
908 5121199 FG 7L 30.6 83.5 30.6 83 100 3-A
909 5/21/99 FG 7L , 30.6 83.5 31.9 84 100 3..A
910 5/21/99 FG 7L 30.6 83.5 31.8 82 98 3-A
911 5/21199 FG 7L 30.6 83.5 33.3 80 96 3-A
912 5121199 FG 7L 30.6 83.5 33.0 84 101 3-A
913 5/21/99 FG 7L 30.6 83.5 32.0 84 100 3-A
914 5/21199 FG 7L 30.6 83.5 31.1 80 96 3-A
TEST LOCATION:
908 ALLEY 2 AT STATION #0+50
909 ALLEY 1 AT STATION #16+00
910 ALLEY I AT STATION #19+00
911 ALLEY 1 AT STATION #22+00
912 ALLEY 4 AT STATION #1+00
913 ALLEY 4 AT STATION ~1.+00
914 ALLEY 5 AT STATION #12+50
1. FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SU~GRAD~ B. PERCENT COMPACTION DOES NOT COMPLy WTTH SPEClFICA'TION~
$. LIME STA~L.IZED C. PERCENT tN PLACE MOISTURE DOES NOT COMPLY wT'rH SPECIRCATIONS
4 ~TREATED O. RETEST
C'~,~ot~hnicol £naineedna · Cons~mlction Matedols Testina · Environmental Enainee#na · Consul#na
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 5/21199
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-87B
COPPELL, TEXAS
TEST DATA:
TEST ELEV. 8OIL ID O~nMUM M~X~UM L~B IN ~L~CE IN PL~C£ PERCENT
NO. DATE DEPTH NUMBER ~E DRY DEN~II~ MOISTURE DRY D~N~TY COMPACTION COMMENT*
915 5/21/99 FG 7L 30.6 83.5 32.6 84 100 3-A
916 5/21/99 FG 7L 30.6 83.5 33.9 80 96 3-A
917 5/21/99 FG 7L 30.6 83.5 33.0 81 96 3-A
918 5/21/99 FG 7L 30.6 83.5 32.7 84 101 3-A
TEST LOCATION:
915 ALLEY 5 AT STATION ~+50
916 ALLEY 5 AT STATION ~t6+50
917 ALLEY 5 AT STATION ~t3+50
918 ALLEY 5 AT STATION ~3+50
1. FILL * Am IN Iq. ACE PERCENT MO~TURE AND PERCENT COMPACTION COMPLY WITH SI:~-K~FICA~ONG
2. NATURAL E~JBGRADE B. PL=RCENT CO~lPAC110~ DO~S NCTT COMPLY 9~qTH SPECIFICATION~
3. LIME ~TABILIZED C. I~ENT IN ~ NIoI~rUI~E DOES NOT COMPLY ~ ~:~ECIFICATION~