Hollows-LR 990514 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: 05/14/99
DALLAS, TEXAS
PROJECT: HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO.: 99128-67
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: HOLLOW RIDGE CIRCLE, STATION 4+13
DATE PLACED 05/14/99 PLANT ON-SITE
TIME /14:30 DEMVER TICKET NO. N/A
SLUMP (ASTa c-mi ~//: MIX ~x~'noRs (sso)
AIR CONTENT (ASTM C-231 [] OR C-173 CEMENT N/A
/dR TEMPERATURE 73 WATER N/A
CONCRETE TEMPERATURE 83 FINE AGGP. EGATE
DATE RECEWED 05/15/99 COARSE AOOREGATE N/A
FIELD DATA SUBMrr[ED BY PECH ADMIXTURE N/A
MIX DATA SUBMITTED BY SITE CONCRETE
SPECIMENS CAPPED IN ACCORDANCE wrrH ASTM C417 [] OR C42~1 E]
COMPRESSION TEST RESULTS I~ Cylinders made by ALPHA
(NOMINAL CYUNDER SIZE 6" X 12') representative.
(ASTM C-~g) [] Cylinders made by Amhitecrs
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE [~nders ~cked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH. PSI laborato~/.
9 LAB 05/21/99 7 82,057 28.27 2,900 [] C~i,de~s de~d to
10 LAB 06111/99 28 115,131 28.27 4,070 tabo~o~.
11 LAB 06111/99 28 114,718 28.27 4,060 ~presslen test results comply with
12 LAB HOLD H 28.27 applicable specirmations.
[] Compression tesl results de not comply
wifll applicable specifications.
s~ons 28 3,000
REM~KS: CONTRACTOR INFORMED OF TEST RESULTS
Geotechnical Engineering · Construction Materials Testing · Environmental Engineerfng · Consulting
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: 05/14/99
DALLAS, TEXAS
PROJECT: HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO.: 99128-66
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: HOLLOW RIDGE CIRCLE, STATION 2+00
DATE PLACED 05/14/99 PLANT ON-SITE
TIME 13:00 DELIVER "nCKET NO. N/A
SLUMP (ASTM C-143) f 3 MU( PROPOR~ (sso)
AIR CONTENT (ASTM C-231 [] OR C-173~ 4 CEMENT N/A
A~ TEMPERA'rUi~ 72 WATER N/A
CONCRETE TEMI~RATURE 82 FINE ~EGA'rE N/A
DATE RECEIVED 05115/99 COARSE ~GATE NIA
FELD DATA SUBMITTED BY PECH ~ .ad)MiXTURE N/A
MIX D~TA SUBMITTED BY S~TE CONC. F[ETE
SPECIMENS CAPPED IN ACCORDANCE WlTI'i ASTM C-G17 [] OR C-1231
_/
COMPRESSION TEST RESULTS
(~IN~ C~N~R S~E 6' X 12') r~~.
~ ~8 ~~.
~B ~PE DATE AGE TOTAL AR~ COMPRESSIVE
NO. CURING TESTED DAYS LOAD STRENGTH, PSI la~.
5 ~B 05/21~9 7 97,030 28.27 3,430
6 ~B 06111199 28 117,230 28.27 4,150 ~=t~'
7 ~B 06111199 28 117,955 28.27 4,170
8 ~B HOLD H 28.27 am~
~h ap~e s~s.
REMUS: CONT~CTOR tNFORMED OF TEST RESULTS
Geotechnical Engineering · ConslTucfion Materials Testing · Environmental Engineedng · Consutlfng
A
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: 05/14/99
DALLAS, TEXAS
PROJECT: HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO.: 99128-65
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: HOLLOW CIRCLE, STATION 2+00
DATE PLACED 05/14199 PLANT ON-SITE
TIME 30:50 DEMVER TICKET NO. N/A
SLUMP (AST¥ C-143) / 4 MfX PROPORTIONS (SSD)
AIR CONTENT (ASTM C..231 [] O~ C-173[~ 4.5 CEMENT NIA
AIR TEMPERATURE 70 WATER N/A
CONCRETE TEMPERATURE 80 FINE AGGREGATE N/A
DATE RECEIVED 05/15/99 COARSE A~C.,REC~TE N/A
FELD DATA SUBMITTED BY PECH ~" ADMIXTURE N/A
MIX DATA SUBMITTED BY SiTE CONCRETE
Si~ClMENS CAI~ED IN ACCORDANCE WITH ASTM C417 [] OR C-1251
COMPRESSION TEST RESULTS ~] C~inders rrmde by ALPHA
(I~)MINAL CYLINDER SIZE 6' X 12') represemmive.
(ASTM C-39) /-! Cylinders made by Archffe~'s
LAB TYPE DATE AGE TOTAL AREA COMPRESSIV~ [~"~nder8 p;,cked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSi ~aboratmy.
1 LAB 05/21199 7 94,488 28.27 3,340 [] Cylinders delivered to ALPHA
2 LAB 06/11/99 28 115,716 28.27 4,090
3 LAB 06111199 28 119,218 28.27 4,220
4 LAB HOLD H 28.27 a~a~ spec~r,=at~ns.
with applicable specifier.s.
specmcauon. 28 3,000
REM~M~KS: CONTRACTOR iNFORMED OF TEST RESULTS
Geotechnical Enaineedna · Construction Materials Tesfinct · Environmental Enainee#na · Consulfina
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: 05114/99
DALLAS, TEXAS
PROJECT: HOLLOWS {~ NORTHLAKE WOODLAND OUR REPORT NO.' 99128~5
COPPELL, TEXAS
FIELD DATA
LOCATm~ OF CONCRETE PLACE~=NT PAVING: HOLLOW CIRCLE, STATION 2+00
DATE Fi. ACED 05114/99 PLANT ON-SITE
T~E 10:50 Dr:LIVER TICKET NO. N/A
SLUMP lAS'TM C-'in) ~ MIX FROFOR'nONS (SSD)
AB~ CONTENT (AS'TM C-231 [] OR C-173I~)/ 4.5 CEMENT N/A
AM TEMF~.RA'nN~ 70 WATER NIA
CONCI~'TE TEMPERATURE 80 FINE AGGREGATE N/A
DATE .ECE~ED 05/15199 CO~RSE AC~REeATE N/A
RELD DATA suaMrrmo BY PECH N)~TU~E N/A
MIX OATA SU~Mti ~D BY SITE CONCRETE /
S~ME~S CAm~D ~N ACCOm)~CE wrm ~STM C41? El OR C4~ I~
COMPRESSION TEST RESULTS [~ 'C~nde~ made by ALPHA
(NOMII~L CYLINDER SIZE $' X 12')
LAB ~E DATE AGE TOTAL AR~ C~PRESSIVE
NO. CURING TESTED DAYS LOAD STRENG~, PSI
2 ~B ~111/99 28 28.27
3 ~B 06111199 28 28.27
4 ~B HOLD H 28.27
~~ 28 3,000 R~ S~
~S: CONT~CTOE INFORMED OF TEST EESULTS ~ ALPHA TESTING, INC.
(
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
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: 05/14/99
DALLAS, TEXAS
PROJECT: HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO.: 99128-~o6
COPPELL, TEXAS
FIELD DATA
LOCATION OF COt~.,RETE PI..ACEMENT PAVING: HOLLOW RIDGE CIRCLE, STATION 2+00
DATE PLACED 05114/99 PLANT ON-SITE
TIME 13:00 DEI.NER 11CKET ~K). N/A
SLUMP (ASTM C-1,13) ~'/-34 MIX I~'OPORTIONS (SSD)
AIR CONTE~ (AS'TM C-2~1 [] OR C-173 CEMENT N/A
NR TEMPERATURE 72 WATER NIA
CONCRB= ! B' TEMPERATURE 82 FINE AC~'REGATE N/A
DATE RECEWED 05/15/99 COARSE Ae~q. EeATE N/A
FIELD DATA SUBMITTED BY PECH ,e;X, mXTURE N/A
MIX DATA SUB, MITrED BY SITE CONCRETE
SPECIMENS C~=PED IN ACCORDANCE WITH ASTM C-~17 [] OR C-1231 []
COMPRESSION TEST RESULTS I._~ ~'mclers made by ALPHA
(NOMINAL CYMNI~R SIZE 6' X 12') representative.
(ASTM C-39) [] Cylin4ers made by
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE J~'mders picked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSI laboratmy.
5 LAB 05121199 7 97,030 28.27 3,430 []
6 LAB 06/11/99 28 28.27
7 LAB 06111/99 28 28.27 []
8 LAB HOLD H 28.27 app~ ~,~.
I-I Com~ test resul~ cio nol comply
with applicable spe~rmetions.
specmcaaon. 28 3,000 Rer~)eclfully Submilted
REMARKS: CONTRACTOR INFORMED OF TEST RESULTS L.~i .ALPHA TESTING, INC.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
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: 05114/99
DALLAS, TEXAS
PROJECT: HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO.: 99128-67
COPPELL, TEXAS
FIELD DATA
LOCAT~N OF CONCRETE PLACEMENT PAVING: HOLLOW RIDGE CIRCLE, STATION 4+13
~ATE m. ACED 05/14/99 PLANT ON-SITE
'nME / 14:30 OEUVER 'nCKET NO. NIA
SLUMP (ASTM C-1,13) / MIX PROPORTIONS (SSD)
A~ CONTENT (ASTM C-231 I-I OR C-t73[~ 5 CEMENT N/A
~ TEM,q;RA~J.*= 73 WATER N/A
co~c~TE TEMPERATURE 83 F~E AeeREeATE N/A
DATE RECENEB 05/15/99 COARSE AC, eREGATE N/A
FIELD DATA SUBMITTED BY PECH ADMIXTURE N/A
MIX DATA SUBMfl'rED BY SITE CONCRETE j
SPECAMENS CN~ED ~ ACCORDANCE wrm ASTM C41? [] OR C-1231 ~
COMPRESSION TEST RESULTS i~Cyanders made by NJ~IA
(NOMINAL CYUNDER SIZE 6' X 12') relxesentative.
(ASTM C-38) I-! Cylinders made by Architect's
J o~ Contra~oCs represent.live,
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE t4 Cldinders pi~ked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSI
9 LAB 05121/99 7 82,057 28.27 2,900 []
10 LAB 06111/99 28 28.27
11 LAB 06/11/99 28 28.27 []
12 LAB HOLD H 28.27
[] ~ t~ reams do n~ comply
with applicable specifications.
Specification. 28 3,000 Re%oectfu~ Submmed
REMARKS: CONTRACTOR INFORMED OF TEST RESULTS ALPHA TESTING. INC.
Geotechnical Engineering · Canstrucfion Materials Testing · Envfronmental Engineering · 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
TESTED FOR N L W DEVELOPMENT GROUP DATE 5/14199
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-68
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID oPnMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER IVI~STURE DRY OC-NsrrY MOISTURE DRY DENan'Y CO~PAC'nON COMMENT*
~ PCF ~ ~
871 5/14/99 FG 5L 28.8 80.2 '31.3 79 98 3-AD
872 5/14/99 FG 5L 28.8 80.2 31.7 77 96 3-AD
873 5/14/99 FG 5L 28.8 80.2 31.1 77 96 3-A
874 5/14/99 FG 5L 28.8 80.2 30.5 .78 97 3-A
875 5/14/99 FG 5L 28.8 80,2 30.3 78 98 3-A
876 5/14/99 FG 5L 28.8 80.2 29.5 79 98 3-A
877 5/14/99 FG 5L 28.8 80.2 30.3 78 97 3-A
TEST LOCATION: PAVING
871 RETEST OF TEST#854 DATED 5/12/99
872 RETEST OF TEST#858 DATED 5/12/99
873 HIDDEN HOLLOW COURT AT STATION #1+5
874 HIDDEN HOLLOW COURT AT STATION ~6+5
875 HIDDEN HOLLOW COURT AT STATION #8+20
876 HOLLOW RIDGE PLACE AT STATION #3+50
877 HOLLOW RIDGE PLACE AT STATION #1+10
FIM. ~ A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPI_Y~ITH SPEC~FI~ATtONS ..... ~f
UME STABILJZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPt.¥',NITH SPECIFICA~ON$
CEMENI' TREATED D. RETEST (//' ~HA TESTIN~