ST9302-LR000524ALPHA TESTING, INC.
2209 Wisconsin St., Suite ~00
Dallas, Texas 75229
972/620.891 ! - 972/263-4937 (Metro)
FAX: 972/406-8023
DAILY FIELD REPORT
TESTED FOR: CITY OF COPPELL
COPPELL, TEXAS
PROJECT:
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
DATE: 05~4100
OUR REPORT NO:
98881-126
TECHNICIAN: K.D. TEMPERATURE RANGE: 80 TO 95
WEATHER: CLEAR
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REPr.~ENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 1 SOIL SAMPLE FOR LABORATORY PROCTOR ANALYSIS. THE
SAMPLE WAS OBTAINED FROM THE FOLLOWING LOCATION:
30" WATER LINE AT STATION #80+00 AT -2'
IA TOTAL OF 27 FIELD DENSITY TESTS WERE PERFORMED ON FILL FOR UTILITIES 30" WATER LINE. SEE
ATTACHED REPORT FOR RESULTS OF FIELD COMPACTION TESTING.'
LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A
SEPARATE REPORT.
GARRETH WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
AT THE COMPLETION OF THE SCHEDULED TESTING THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
NONE
ALPHA TESTING, INC.
Geotechnical Engineering · Con~ Materials Testing · Envkonmental Engineering · Consulting
ALPHA TESTIN( , INC.
2209 ~ St., Su#e 100
~ Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX:
TESTED FOR CITY OF COPPELL
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 05/24/00
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO..
98881-126A
TEST DATA:
TEST ~ ELEV. SOIL ID o~uuu ~ L~ ~N ~ ~ ~L~C; ~
NO. DATEDEPTH'~ NUMBER uo~ru~; D~YOENam' UO~'nJRE Om' OENSm' CO~'~.C~ON COMMENT*
369 05/24/00 FG~.0 4 11.0 119.7 12.7 114 95 1-A
370 05/24/00 FG-4.0 · 4 11.0 119.7 12.6 115 96 1-A
371 05/24/00 FG-2.0 4 11.0 119.7 11.7 117 97 I-A
372 05/24/00 FG-5.0 6 12.5 111.2 16.3 109 98 I-A
373 05/24/00 FG-3.0 6 12.5 111.2 16.1 111 100 I-A
374 05/24/00 FG-1.0 6 12.5 111.2 14.9 111 100 I-A
375 05/24/00 FG-5.0 6 12.5 111.2 14.4 111 99 1-A
TEST LOCATION:
369 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #101+00
370 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #101+00
371 30" WATER MNE ON NORTH SANDY LAKE ROAD AT STATION #101+00
372 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #98+00
373 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION ~]8+00
374 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #98+00
375 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #95+00
CC: NONE
1. FII. L
2. NATURAL SUBGRADE
3. UME STN~L~.ED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WrrH SPECIFICATIONS
B. PERCENT COMPACTION DOES NOT COMPI.Y wm-I ~PEClFICATION~
C. PERCENT IN Pr. ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Geotechnical Engineeffng · Construction Materials Testing · Environmental.Engineering · Consulting
I 11IT' I
ALPHA TESTIN( , INC.
2209WisconsinSt.,Suite 100
Da#c~, Texc:~ 7,5229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/~3
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 05/24/00
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-126B
TEST DATA:
TEST ~ ELEV. SOIL ID ~ u~uuu L~ ~N Pt.~CE ~N ;=,t.N::E~
NO. DATEDEPT~,.,~ NUMBER uo~nJ~E O~'~.,Sm' UO~U~E om'oENsnY co~Ac"~:~ COMMENT*
376 05/24/00 FO--3.0 6 12.5 111.2 15.9 112 101 , 1-A
377 05/24/00 FO-1.0 6 12.5 111.2 14.6 110 99 1-A
378 05/24/00 FO-5.0 6 12.5 111.2 13.3 111 100 1-A
379 05/24/00 FO-3.0 6 12.5 111.2 14.3 107 96 1-A
380 05/24/00 FO-1.0 6 12.5 111.2 14.1 109 98 1-A
381 05/24/00 FO-5.0 4 11.0 119.7 12.5 115 96 1-A
382 05/24/00 FO-3.0 4 11.0 119.7 12.2 114 95 I-A
TEST LOCATION:
376 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #95+00
377 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #95+00
378 30" WATER UNE ON NORTH SANDY LAKE ROAD AT STATION #92+00
379 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #92+00
380 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #92+00
381 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #89+00
382 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #89+00
CC: NONE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABIt. IZED
4. CEMENT TREATED
ALPI~ESTING, INC.
Geotechnical Engineering · Construction Matetfals Testing · Environmental Engineetfng · Consulting
ALPHA TESTIN( , INC.
2209 Wisc~ St., Suite 100
Dalk~ Texas
972/620-8911 - 972/263-4~37 (Metro)
FAX:
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 05~4/00
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-126C
TEST DATA:
TEST '~ ELEV. 8OIL ID o;muuu u~uuu ~ ~N ~=~ce ~ ~,~CE ~
NO. DATE~~ NUMBER ~E ~ ~ ~ ~~ C~E~
383 05~4~0 FG-1.0 4 11.0 119.7 12.0 115 ~ 1~
3~ 05~4~0 F~5.0 7 21.5 99.6 ~.0 101 101 1-A
385 05~4~0 FG-3.0 7 21.5 99.6 22.5 101 101 1-A
386 05~4~0 FG-I.0 7 21.5 99.6 21.8 101 101 1-A
387 05~4~0 FG-5.0 6 12.5 111.2 15.7 111 100 1-A
388 05~4~0 FG-3.0 6 12.5 111.2 14.9 111 1~ 1~
~ 05~4/00 FG-1.0 6 12.5 111.2 13.1 112 101 1~
TEST LOCATION:
383 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #89+00
384 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION fN~6+00
385 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #86+00
386 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #86+00
387 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #77+00
388 i30" WATER MNE ON NORTH SANDY LAKE ROAD AT STATION #77+00
389 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #77+00
CC: NONE
1. RLL
2. NATURAL SUBGRADE
3. UME STAB# ok'n
4. CEMENT TREATED
A. IN Pt-ACE PERCENT M(NS"I'UI~; AND ~ COMPACTION cOMP(-Y WITH SI=~'c:IFIC-~'TtONS
B. PERCENT COMPACTION DOES NOT COMPLY WITH SPEC#=IcATIONS
C. PERCENT IN PI.ACE ~E DOE~ NOT COM~.Y WTFHEI:~EclFIcATION~
D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineetfng · Consulb'ng ~
ALPHA TESTIN( , INC.
2209 Wlsconsin ~., Suite 100
Ck~llo~ Texas 75229
97~/620-8911 - 972/263-4937 (Metro)
FAX:
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 05/24/00
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-126D
TEST DATA:
SOIL ID om'mu~ ~ ~ ~N P~.ACE ~ F,~.~CE PERCENT
TEST ·
NO. DATE NUMBER ~ ORYr~ENmTY ~O~TURE ~Y OENSm' CO~ACtX~ COMMENT*
390 05/24/00 FG-3.0 6 12.5 111.2 12.7 106 95 1-A
391 05/24/00 FG-1.0 6 12.5 111.2 13.3 108 97 1-A
392 05/24/00 FG-5.0 7 21.5 99.6 21.5 102 102 1-A
393 05/24/00 FG-3.0 7 21.5 99.6 21.5 102 103 1-A
394 05/24/00 FG-1.0 7 21.5 99.6 21.6 103 103 1-A
395 05/24/00 FG-2.0 5 13.5 111.9 19.3 107 95 1-C
' LOCATION:
390 :30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #71+00
391 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION #71+00
:392 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION f/69+00
393 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION f/69+00
394 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION f~69+00
395 30" WATER LINE ON NORTH SANDY LAKE ROAD AT STATION f/~0+50
CC: NONE
1. FILL
2. NATURAl- SUBGRADE
3. LIME STABII./ZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOtS'TURE AND Pt~RCENT COMPACI'ION COMPLY WITH SPEClFIC'ATIONS B. PERCENT COMPACTK)N DOES NOT COMITY WffH ~PECIFICATIONS
C. PERCENT IN PLACE MOOrU~E DOE8 NOT COIdI%Y WITH SI=ECtFICAllON8
D. RETEST
ALPHA-TESTING, INC.
Geotechnicel Engineering · Construction Materials Tesb'ng · Environmental Engineering · Consulting