ST9302-LR000531ALPHA TESTING, INC.
2209 Wisconsin St., Sutte 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
DAILY FIELD REPORT
TESTED FOR: CITY OF COPPELL
COPPELL, TEXAS
DATE: 05/31/00
PROJECT: SANDY LAKE ROAD OUR REPORT NO: 98881-130
PROJECT NO. ST 93-02
COPPELL, TEXAS
TECHNICIAN: J.R.
WEATHER: SUNNY
TEMPERATURE RANGE: 60 TO 90
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 3 SOIL SAMPLES FOR LABORATORY PROCTOR ANALYSIS.
THE SAMPLES WERE OBTAINED FROM THE FOLLOWING LOCATIONS:
SANDY LAKE ROAD @ STATION #61+00
SANDY LAKE ROAD @ STATION #65+00
SANDY LAKE ROAD @ STATION #96+00
A TOTAL OF 26 FIELD DENSITY TESTS WERE PERFORMED ON FILL AND STABILIZED SOIL FOR PAVING AND
UTILITIES. SEE ATTACHED REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
WHILE ON SITE, THE TECHNICIAN PERFORMED 3 FIELD GRADATION TESTS ON LIME STABILIZED MATERIALS.
SEE ATTACHED REPORT FOR TEST RESULTS.
LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A SEPARATE
REPORT.
AT THE COMPLETION OF THE SCHEDULED TESTING THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
NONE
Resp~.,,~, ,
ALPHA TESTINGS/
Geotechnical Engineering [7 Construction Materials Testing [7 Environmental Engineering [7 Consulting
'7 [' '1 I '111 ? I
ALPHA TESTINg, INC.
2209 ~ ~t., $ulte 100
Dallas, Texas 7,5229
972/620-8911- 972/263-4937 (A4elro)
FAX: 972/4068023
MECHANICAL
STABILIZATION / MODIFICATION
FINAL MIX
TESTED FOR:
PROJECT:
CITY OF COPPELL
COPPELL, TEXAS
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
DATE: 05/31100
OUR REPORT NO:
98881-130E
AREA OF WORK: PAVING
DATE CEMEm' [ i UME IX l INITIALLY APPLIED 05/27100
DATE OF FINAL MIXING: 05/31100
8AMPLE LOCATIONS:
1. SANDY LAKE ROAD AT STATION ~.86+50
2. SANDY LAKE ROAD AT STATION ~/82+50
3. SANDY LAKE ROAD AT STATION ~89+50
PASSING 'Il, PASSING
100% 64%
100% 71%
100% 68%
REMARKS:
CC:
NONE
ALPRA-'T'ESTING, INC.
Geotechnir. el IXn~needno fl C, onstn;~tion Meterfels Tesfina fl IXnvirrmment~l IZnrgn~dno I1 t",onmdtina
ALPHA TESTIN( , INC.
2209 Wisconsln St., Suite 100
Doflos, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: ~72/~3
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 05/31/00
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-130D
TEST DATA:
TEST ~ ELEV. SOIL ID oma~,.~ u,w, aauu ~ ~N ;,CACE ~ ~ ~
NO. DATEDEPT~,,t NUMBER uO~URE ~YOENSnY UO~n~E O~Yt~NSrrY co~-no, COMMENT*
422 05/31/00 FG-1.0 5 13.5 111.9 13.9 107 96 1-A
423 05/31/00 FG-2.0 4 11.0 119.7 11.6 115 96 1-A
424 05/31/00 FG-5.0 7 21.5 99.6 22.1 95 96 1-A
425 05/31/00 FG-3.0 7 21.5 99.6 22.6 96 96 1-A
426 05/31/00 FG-1.0 5 13.5 111.9 13.8 110 99 I-A
TEST LOCATION:
422 30" STORM DRAIN AT STATION #36+00 * NO LINE IDENTIFICATION
423 8" SANITARY SEWER AT STATION ~36+00 * NO LINE IDENTIFICATION
424 8" SANITARY SEWER AT STATION #38+00 * NO LINE IDENTIFICATION
425 8" SANITARY SEWER AT STATION #38+10 * NO LINE IDENTIFICATION
426 8" SANITARY SEWER AT STATION ~38+20 * NO LINE IDENTIFICATION
CC: NONE
1. FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT 11~=ATED
Geotechnicel Engineetfng · Construction Materials Testing · Environmental Engineering · ConsulUng
R ' $
ALPHA TESTIN( , INC.
2209 Wiscor'k~ St., Suite 100
Dallas, Texas 75229
972/620..8911 - 972/263-4937 (Metro)
FAX: 972~3
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR CITY OF COPPELL DATE 05/31/00
COPPELL, TEXAS
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-130C
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST I~-,,~ ----. ELEV SOIL ID OPm4UM MAXJMUM LAB ~N PLACE ~N PLACE PERCENT
NO. DATE !DEPTH"'"'~ NUMBER MOk~"rURE DRY De. NS~Y MO~nJRE DRY Dffi,~a'rY CO~PACTtO~ COMMENT*
415 05/31/00 FG-3.0 5 13.5 111.9 13.7 109 97 I-A
416 05/31/00 FG-2.0 4 11.0 119.7 11.9 119 99 I-A
417 05/31/00 FG-3.0 7 21.5 99.6 24.5 99 100 1-A
418 05/31/00 FG-2.0 5 13.5 111.9 16.8 108 96 1-A
419 05/31/00 FG-3.0 5 13.5 111.9 14.7 109 97 1-A
420 05/31100 FG-2.0 5 13.5 111.9 15.9 111 99 1-A
421 05/31/00 FG-2.0 5 13.5 111.9 13.7 107 95 1-A
TEST LOCATION:
415 30" WATER LINE AT STATION #17+85 * NO LINE IDENTIFICATION
416 30" WATER LINE AT STATION #18+00 * NO LINE IDENTIFICATION
417 8" SANITARY SEWER AT STATION #33+40 * NO LINE IDENTIFICATION
418 8" SANITARY SEWER AT STATION #33+50 * NO LINE IDENTIFICATION
419 27" STORM DRAIN AT STATION #36+00 * NO LINE IDENTIFICATION
420 27" STORM DRAIN AT STATION #36+10 * NO MNE IDENTIFICATION
421 30' STORM DRAIN AT STATION #.40+00 * NO LINE INDENTIFICATION
CC: NONE
1. FILL
2. NA11JRAL SUBGRADE
3. LIME STAB~ ~7~'n
4. C_,EMENT TREATED
ALPI'M, TESTING. IN~
Geotechnicat Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTIN( , INC.
2209 Wisconsln ~t., Suite I00
Dallas, Texas 7~29
972/620-8911 - 972/263-4937 (Metro)
FAX:
TESTED FOR
CITY OF COPPELL
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 05/31/00
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-130B
TEST DATA:
TEST ~ ELEV. SOIL ID o~uu~ u~uuu um ~ ~CACE ~ ~ ~CENT
NO. DATEDEPT~t NUMBER ~ ~Y m~.s~ UO~n~E O~Y oeNanY co~P~ COMMENT*
408 05/31/00 FG 9L 18.1 107.3 20.6 104 97 3-A
409 05/31/00 FG 9L 18.1 107.3 21.0 103 96 3-A
410 05/31/00 FG-3.0 7 21.5 99.6 21.8 95 95 1-A
411 05/31/00 FG-3.0 5 13.5 111.9 15.8 108 96 1-A
412 05/31/00 FG-2.0 7 21.5 99.6 25.0 99 99 1-A
413 05/31/00 FG-2.0 5 13.5 111.9 14~2 106 95 1-A
414 05/31/00 FG-4.0 5 13.5 111.9 14.2 108 96 1-A
TEST LOCATION:
408 PAVING AT SANDY LAKE ROAD AT STATION f/67+50 CENTER LINE
409 PAVING AT SANDY LAKE ROAD AT STATION #68+00 SOUTH SIDE
410 8" SANITARY SEWER AT STATION ~31+30 * NO LINE IDENTIFICATION
411 24" STORM DRAIN AT STATION #31+30 * NO LINE IDENTIFICATION
412 8" SANITARY SEWER AT STATION #31+40 * NO LINE IDENTIFICATION
413 24" STORM DRAIN AT STATION f/31+40 * NO LINE IDENTIFICATION
414 30" WATER LINE AT STATION #17+75 * NO LINE IDENTIFICATION
CC: NONE
1. FILL
2. NATURAL SUBGRADE
3. MME S'rABIUZED
4. CEMENT TREATED
Geotechnical Engineering · Construction Materials Tesb'ng · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
~ Texc~ 75229
972/620~8911 - 972/263-4937 (Metro)
FAX:
TESTED FOR CITY OF COPPELL
COPPELL, TEXAS
,REPORT OF FIELD
COMPACTION TESTS
DATE 05/31~0
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
OUR REPORT NO.
98881-130A
TEST DATA:
TEST ~ ELEV. SOIL ID OPnMUM MAXIMUM LA~ ~N ~=t. ACE~N PLACE ~
NO. DATEDEPT~,~ NUMBER Mo~ru~E om'OENSn'Y ~ DRY OENSnY COMPAC'~ON COMMENT*
401 05/31100 FG 10L 16.6 110.3 19.8 105 95 3-A
402 05/31/00 FG 10L 16.6 110.3 17.5 110 99 3-A
403 05/31/00 FG 10L 16.6 110.3 18.4 109 99 3-A
404 05/31/00 FG 9L 18.1 107.3 22.1 103 96 3-A
405 05/31/00 FG 9L 18.1 107.3 21.6 104 97 3-A
406 05/31/00 FG 9L 18.1 107.3 21.4 104 97 3-A
407 05/31/00 FG 9L 18.1 107.3 18.1 106 98 3-A
TEST LOCATION:
401 PAVING AT SANDY LAKE ROAD AT STATION ~60+00 NORTH SIDE
402 PAVING AT SANDY LAKE ROAD AT STATION f/61+00 SOUTH SIDE
403 PAVING AT SANDY LAKE ROAD AT STATION f~2+00 CENTER LINE
404 PAVING AT SANDY LAKE ROAD AT STATION f~63+00 NORTH SIDE
405 PAVING AT SANDY LAKE ROAD AT STATION f~64+00 CENTER LINE
406 PAVING AT SANDY LAKE ROAD AT STATION f/65+00 SOUTH SIDE
407 PAVING AT SANDY LAKE ROAD AT STATION f/66+50 NORTH SIDE
CC: NONE
1. RLL
2. NATURAL ~U~oRA~
3. UME STABIMZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMP~Y Wt'nd SPECtFICATION~
B. PERCENT COMPACTION DOES NOT COMPt.Y W1TH SPECU=kCATIONS
C. PERCENT IN PI.ACE MOISTURE DOES NOT COMI%Y WITH 8PECIFICAllON~
D. RE/EST
ALPRA"I'ESTING, INC.
Geotechnicel Engineering · Construction Materials Tesb'ng · Environrne~al Engineering · Consulting
ALPHA TESTING, INC.
220~ Wlscons~ SY., .Sulte 100
Daflos, Texas 75229
,~72/620.8~11 - 972/263-4937 (Nle~o)
FAX: 972/406-8023
REPORT OF MOISTURE DENSITY
RELATIONSHIP OF SOIL
Client:
Project Name:
Our Report No.
Date:
Test Method:
Location:
City of Coppell
Coppell, Texas
Sand), Lake Road Pro~ect
05/31/00
ASTM D 698
Sandy Lake Road at station fffil+00
Soil Classification: Light brown lime stabilized sand),
clay
Soil ID Number: 13L
Maximum Dry Unit Wt.: 107.3 pcf
Optimum Moisture Content: 18.1%
Liquid Limit: 38
Plasticity Index: 7
~ ~ I ZERO AIR VOIDS CURVES
~ ~ I Ixl · ~ [ ~ ~ SPECIFIC G~VITIES OF
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ALPHA TESTINg, INC.
2'20~ tAIJsc, o,"t~ St., Sulte I00
Do#at Texos 7522~
972/620-8911 - ~72/263-4~37 (Metro)
£AX: 972/406-8023
REPORT OF MOISTURE DENSITY
RELATIONSHIP OF SOIL
Client: City of Col)peri
Coppell, Texas
Project Name: Sandy Lake Road Project
Coppell, Texas
Our Report No.:~
Date: 05/31/00
Test Method: ASTM D 698
Location: Sandy Lake Road at station #65+00
Soil Classification: Brown lime stabilized sandy
clay
Soil iD Number. 14L
Maximum Dry Unit Wt.: 110.3 pcf
Optimum Moisture Content: 16.6%
Liquid Limit: 40
Plasticity Index: 9
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~5 I J I I I ~ I ~ I r ~ ~ i I I I I I~ SPECIFIC GRAVITIES OF
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IlltlflJl Iii J%~ [ [ I [ I [ [ [ [ [ [ I 2.70
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II,~,,,,
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MOISTURE CONTENT - %
ALPHA TESTIN(~, INC.
g20~ V,4sconsln St~ Sulte
~ Texo~ 75229
972/620-8~11. 972/263-.4~37
FAX: 972/406..8023
REPORT OF MOISTURE DENSITY
RELATIONSHIP OF SOIL
Client:
Project Name:
City of Coppell
coppell, Texas
Sandy Lake Road Pmiect
Copl~ell, Texas
Our Report Noall~l~J~
Date: 05/31/00
Test Method: ASTM D 698
Location:
135
Soil Classification: Tannish brown lime stabilized
sandy clay
Soil ID Number: 15L
Maximum Dry Unit Wt.: 109.4 pof
Optimum Moisture Content: 13.7%
Liquid Limit: 26
Plasticity Index: 5
13o
125
12o
115
.;
75
o 5 lO
15 20 25 30 35
MOISTURE CONTENT - %