Hollows-LR 990518 REPORT OF
ALPHA TESTING, INC. LIME DEPTH
2209 Wisconsin St., Suite 100 CHECKS
Dallas, Texas 75229
972/62G8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: N L W DEVELOPMENT GROUP DATE: 5/18/99
DALLAS, TEXAS.
PROJECT: HOLLOW ~ NORTHLAKE OUR REPORT NO: 99128-79
WOODLAND
COPPEL, TEXAS
AREA OF WORK: ALLEY'S gl AND 5 AT CREEK VIEW DR.
REQUIRED COMPACTED DEPTH: 6 INCHES
SAMPLE LOCATIONS:
DEPTH OF
LIME
ALLEY # 5 STATION 2+00 I"*
ALLEY # 5 STATION 5+00 9"
AI.LEY # 5 STATION 8+50 NONE~'
ALLEY # 5 STATION 12+00 9"
ALLEY # STATION 21+90 6"
ALLEY # STATION 18+50 2"*
ALLEV # STATION 15+50 3"*
ALLEY # STATION 12+00 6"
ALI,EY # STATION 10+00 3"*
ALI.EY # SI'ATION 8+ 3"*
ALLEY # STATION 5+50 3"*
ALLEY # STATION 3*50 6"
ALI.EY # STATION 1+50 4"*
ALLE~' #1 (a_'.~ CREEK YIEW NONE*
ALLEY #1 ;~' CREEK VIEW 3"*
CREEK VIEW '*ad STATION 7+75 6"
(;REEK VIEW ~ STATION 4+50 6"
(?REEK VIEW r~ STATION 2*00 4"*
REMARKS: * OUTOF SPECIFICATION
Respcctfull? ~,"..mtted )
T-:iqG~C.
Geotechnical Engineerfng. · ConslTuClion Materic~s Testing · En~4ronmental Engineering · Consul#ng
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
II I ~, I II
TESTED FOR N L W DEVELOPMENT GROUP DATE 5/18/99
DALLAS, TEXAS
PROJECT HOLLOWS ~1~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-80
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH NUMBER MOtSTUR~ DRY DEN~I~' MOIffiTURE DRY DF_NSrrY CO~P^CTiO~ COMMENT*
% ~ % PCF
878 5/18/99 FG 5L 28.8 80.2 31.7 80 99 3-A
879 5/18/99 FG 5L 28.8 80.2 30.4 79 99 3-A
880 5/18/99 FG 5L 28.8 80.2 30.3 79 99 3-A
881 5/18/99 FG 5L 28.8 80.2 31.3 78 98 3-A
882 5/18/99 FG 5L 28.8 80.2 31.8 77 96 3-A
883 5/18/99 FG 5L 28.8 80.2 30.4 78 98 3-A
884 5/18/99 FG 5L 28.8 80.2 29.5 80 99 3-A
TEST LOCATION:
878 ALLEY 1 AT STATION #3+00
879 ALLEY 1 AT STATION #6+00
880 ALLEY 1 AT STATION #9+00
881 ALLEY 1 AT STATION #12+00
882 ALLEY 1 AT STATION #15+00
883 ALLEY 1 AT STATION #18+00
884 ALLEY 1 AT STATION #21+00
4..,, * ^. ,. ~_~cE .mCE.T ~STU.E ^.D m~CE.T cc~.^cr~ cou~.Y wrrH
CEMENT TREAT'EID D. RETEST .
Geotechnical E~'ng · Constructk~ Materia~ Tes#ng · Environmental Engineering · Consuth'ng
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 5/18/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-80A
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID oP'm.~uM MAXIMUM LAB IN PLACE IN Pt. ACE PERCENT
NO. DATE DEPTH NUMBER MOiSTMRE DRY DENSfl'Y MOIb-rURE DRY oENsrrY COMPACTION COMMENT*
% PCF % PCF
885 5/18/99 FG 5L 28.8 80.2 31.4 78 97 3-A
886 5/18/99 FG 51. 28.8 80.2 29.6 79 99 3-A
887 5/18/99 FG 5L 28.8 80.2 30.5 79 98 3-A
888 5/18/99 FG 5L 28.8 80.2 30.9 78 98 3-A
889 5/18/99 FG 5L 28.8 80.2 30.9 79 98 3.-A
890 5/18/99 FG 5L 28.8 80.2 30.1 79 99 3-A
891 5/18/99 FG 5L 28.8 80.2 29.2 80 99 3-A
TEST LOCATI.ON:
885 ALLEY 1 AT STATION it23+00
886 ALLEY 2 AT STATION #1+00
887 ALLEY 3 AT STATION #1+50
888 ALLEY 3 AT STATION #4+00
889 ALLEY 4 AT STATION #6+10
890 ALLEY 4 AT STATION #9+00
891 ALLEY 4 AT STATION #11+00
FILL A.IN PLACE I:~-RC:ENT MOISTURE AND PERCENT COMPACTION ~LY WITH SPECtFICATIONE}
NATURAl. SUBGRADE B.PL=RCENT COMPACTK)N DOES NOT COMPLY wI'rH SPECIFICATIONS RReepeef~jj~mltt~ .
LIME STAB#.IZED C.PERCENT IN PI.ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D.RETEST
REPORT OF CONCRETE
COMPRESSION TEST
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/40d~8023
TESTED FOR: NLW DEVELOPMENT GROUP DATE OF ISSUE: 05/18199
DALLAS, TEXAS
PROJECT: HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO.: 99128-75
COPPELL, TEXAS
FIELD DATA
LOCA'no~ OF CONCRETE PLACEMENT PAVING: CRESTVIEW DRIVE, STATION 12+00
D~TE PLACED 05/18/99 puu~n' ON-SITE
TIME /~'30 DEL.NER TICKET NO. N/A
SLU~ (ASTM c-14~) /2.75 M~X ~,~Ns (sso)
AIR CONTENT (ASTM C-231 [] O~ C-173 [~ 5.5 CEMENT N/A
NR TEMPERATURE 68 WATER N/A
CONCRETE TEMPERATURE 70 FINE ~E~TE N/A
OATE RECEWED 05/19/99 CO~RSE ~RC-eATE N/A
FIEL~ DATA SUBMi i i~-D BY LUKMAN ~MIXllJRE N/A
M~X D~TA SuaMrrreD BY SITE CONCRETE
SP~CIMEN~ ~D IN ACCORDANCE WITH ASTM C411 [] OR C-12~1 [~
COMPRESSION TEST RESULTS ~ Cy#nders made by At.PHA
(NOMINAL CYLINDER SIZE 6' X 12') relxesemative.
(ASTM C-39) I-I Cylinders made by Archite~s
,.~ o~ ContractoCs representative.
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE ~ C~inders picked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSI lalxxatcm/.
13 LAB 05125/99 7 94,612 28.27 3,350
14 LAB 06/15/99 28 28.27 ~,bo~or~.
15 LAB 06115199 28 28.27 [] Compmsa~ t~ resu,. ~n~ ,~
16 LAB HOLD H 28.27 ap~ame
[]
sm,~mut~s 28 3,000 Respecmmy Sabmia~
REM/~RKS: /~ ~LPHA TESTING, INC.
C'-~nf~'~hnicr# FnrTin~.rinr7 · (?,nn.~T~ inh'nn Mr~t~rir~L~ T~..,s'lfnc~ · Fnv~rnn~tc~l Enr~in~erino · C~'~on.~ulh'na
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: 05/18/99
DALLAS, TEXAS
PROJECT: HOLLOWS ~} NORTHLAKE WOODLAND OUR REPORT NO.: 99128-76
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: CRESTVlEW DRIVE, STATION 10+00
O~,TE m_ACED 05118/99 m_ANT ON-SITE
TIME _11 '00 DELIVER TICKET NO. N/A
5UJMP (ASTM C-143) ~//"~ ~~3 MIX PRC]PORTIONS (SfD)
AIR CONTENT (ASTM C-231 I-I OR C-17'$ .25 CEMENT N/A
~J~ TEMPERATURE 72 WATER N/A
CONCRETE TEMPERATURE 70 FINE ~~TE N/A
~TE ~C-CENB~ 05/19/99 COARSE AC~REGATE N/A
FELD IZ~T.e, SUBMi i i *-I) BY LUKMAN ~MIXTU~ N/A
~X OAT~ SUBMn'rED BY SITE CONCRETE
SPECIMENS C.e~PED IN ACCORBANCE ~ ASTM C411 [] OR C-12~1 []
COMPRESSION TEST RESULTS .J~' Cylinders made by ~
(NOMNAL CYUNDER SIZE 6' X 12') representative.
(ASTM C-39) [] Cylinders made by ,Nchitect's
m' Co~tmcto(s representa~ve.
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE [~/Cylinders picked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSI laboratoff.
17 LAB 05125199 7 82,646 28.27 2,920 [] cy~i.~ ~ivered to ALPHA
18 LAB 06/15~99 28 28.27 aboratoW.
19 LAB 06115~99 28 28.27 I-I Cor. pressk~ t.t r.~ comp~
20 LAB HOLD H 28.27 ap~U,, specacatk,r,s.
[]
Specification,,, 28 3,000 //'), Respectfully Submitted
REMARKS: ~..~ ALPHA TESTING, INC.
Geotechnical Engineering · Construction Materiats 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: 05/18/99
DALLAS, TEXAS
PROJECT: HOLLOWS <~ NORTHLAKE WOODLAND OUR REPORT NO.: 99128-77
COPPELL, TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: CRESTVlEW DRIVE, STATION 8+00
DATE FI_ACED 05/18199 m_ANT ON-SITE
T~ME .12:30 DELIVER TICKET NO. N/A
SLUMP (ASTM C-143) ~//~3 MIX Pm~O~T~NS (SSD)
.~R CONTENT (ASTM C-2~1 [] OR. C-173 .25 CEMENT N/A
AIR TEMPERATUI~ 76 WATER N/A
CONCRETE TEMPERATURE 74 FINE AGGREGATE N/A
DATE RECEIVED 05/1~)/99 COARSE AGGREGATE N/A
FIELD DATA SUBMn'I'ED BY LUKMAN ADMIXTURE N/A
MIX DATA SUBMrl-rED BY SiTE CONCRETE ~
SPECIMENS CAi)PED IN ACCORDANCE wrrH ASTM C-617 [] OR C-12~1
COMPRESSION TEST RESULTS t.J" Cylinders made by ALPHA
(NOMINAL CYUNDER SIZE $' X 12') representative.
(ASTM C-39) [] Cylinders made by Architecrs
o~ ContraM~'s mpree, entative.
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE [~Cylindem picked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSI lalx)mtory.
21 LAB 05/25/99 7 87,048 28.27 3,080 [] C~i.der. d~ered to ALPHA
22 LAB 0611 5/99 28 28.27
23 LAB 06/15/99 28 28.27 [] Com~ tea r~u,s mm~ with
24 LAB HOLD H 28.27 ap~abk, speca'.~o.s.
[] Compression tea results do not compb/
with applicable specifications.
specmcauons 28 3,000 /~ Respectfully Submmed
REMARKS: ~ A~I_PHA TESTING, INC.
Geotechnical Engineering · Construc~ Materials Testing · Environmental Engineering · Consuth'ng
REPORT OF CONCRETE
COMPRESSION TEST
ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Dallas, Texas 75229
972/62G8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: NLW DEVELOPMENT GROUP DATE OF ISSUE: 05/18/99
DALLAS, TEXAS
PROJECT: HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO.: 99128-78
COPPELL. TEXAS
FIELD DATA
LOCATION OF CONCRETE PLACEMENT PAVING: CRESTVlEW DRIVE, STATION 6+00
DATE PLACED 05/18/99 PLANT ON-SITE
TIME 14:00 DELIVER TICKET NO. N/A
SLUMP (ASTM C-143) / 2.5 MIX PROPORI1ONS (SSD)
AIR CONTENT (ASTM C-231 [] OR C-173~ 5.4 CEMENT N/A
AM TEMIq;RATUI~ 78 WATER NIA
coNcl~= i1= TEMPERATURE 78 FINE AGGREGATE N/A
DATE RECENED 05119/99 COARSE AC.,C.,REGATE NIA
FIELD DATA SUBMn-rED BY LUKMAN ADMIXTURE NIA
MIX DATA SUBMITTED BY SITE CONCRETE
SlaEClMEN$ CAPJaED IN ACCORDANCE W~TH A~TM C~¶? [] (3~ C-123¶ [~
COMPRESSION TEST RESULTS 1.2' Cylinde~ made by ALPHA
(NOMINAL CYLINDER SIZE 6' X 12') repmsemative.
(ASTM C-39) [] Cylim:iem ma~e by A.mhitec~'s
j or Conlra~tor*s represe~etive.
LAB TYPE DATE AGE TOTAL AREA COMPRESSIVE I~ C~indem picked up by ALPHA
NO. CURING TESTED DAYS LOAD STRENGTH, PSI laboratory.
25 LAB 05125199 7 78,368 28.27 2,770 [] c,4i,x~'~ d~w'~ to ALPHA
26 LAB 06/15~99 28 28.27 ~,borato~.
27 LAB 06/15~99 28 28.27 []
28 LAB HOLD H 28.27 ,,p~icab~
with applicable specifications.
[]
Specmcation$ 28 3,000 Respectfully Submitted
REMARKS: ( ~ ALPHA TESTING, INC.
Geotechnical Engineering · Cons#uction Materials Testing · Environmental Engineering · Consutting
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 5/15/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-80B
COPPELL, TEXAS
TEST DATA:
TEST ELEV. SOIL ID ~ MAX]MUM LAB IN PLACE IN PCACE PERCENT
NO. DATE DEPTH NUMBER MOISTURE D~Y DENSITY MOISTURE DRY DENSITY ' C~ACTION COMMENT'
16 laC. F q6 PCF
892 . 5/18/99 FG 5L 28.8 80.2 31.7 78 97 3-A
893 5/18/99 FG 5L 28.8 80.2 29.3 79 99 3-A
894 511 5/99 FG 5L 28.8 80.2 31.4 78 98 3-A
895 5/18/99 FG 5L 28.8 80.2 29.6 80 99 3-A
898 5118199 FG 5L 28.8 80.2 28.3 80 100 3-A
897 5118/99 FG 5L 28.8 80.2 28.9 80 t 00 3-A
TEST LOCATION:
892 ALLEY 5 AT STATION #1+00
893 ALLEY 5 AT STATION #3+00
894 ALLEY 5 AT STATION
895 ALLEY 8 AT STATION ~/0+90
896 ALLEY 6 AT STATION #4+10
897 ALLEY 6 AT STATION #3+00
1. FILL * A. tN Pt. ACE PERCENT MOIS"~RE AND PERCENT COMPACTION COMPLY WITH 8PECIFICA~S
2. NATURAL ~UBGI~ADE B. PERCENT COMPACt'ION DOEO NOT COMPLY WI'TH SPEClFICA'~:)NS R~J~"'~fuJly SUb~litrt~
3. LIME STABRJZED C. PERCENT IN Pt.ACE MOISTURE DOES NOT COMPLY WITH SPE:CIFICA~S / .~'J
4. CEMENT TREATEO D. RETEST