ST9302-LR000629ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
DALLY FIELD REPORT
TESTED FOR: CITY OF COPPELL
COPPELL, TEXAS
PROJECT:
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL, TEXAS
DATE: 06/29/00
OUR REPORT NO:
98881-149
TECHNICIAN: J.R.
WEATHER: SUNNY
TEMPERATURE RANGE: 65 TO 90
ITHE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
A TOTAL OF 13 FIELD DENSITY TESTS WERE PERFORMED ON FILL AND STABILIZED SOIL FOR DRIVE WAY
~ND UTILITIES. SEE ATTACHED REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
~T THE COMPLETION OF THE SCHEDULED TESTING, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
NONE
Geotechnical Engineedng · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTIN( , INC.
2209 ~ St.. Sutte 100
Dofk~ Texa~ 7522~
,,
TESTED FOR OF CO..E
COPPELI~ TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 06)29/00
PROJECT
SANDY LAKE ROAD
PROJECT NO. ST 93-02
COPPELL. TEXAS
OUR REPORT NO.
98881-149A
TEST DAT~
TEST ~ ELEV. 8OIL ID oFnuuu K~mauu L~ ~ PriCe ~ ~ACE
NO. DATEDEP~, ~,, NUMBER Ho~nJ~E DRYOENerrY m:~TURE ;mY DENen'Y coe~=~c-no~ COMMENT*
% PCF ~, PCF
460 ,,06/29100 FG ~. , 18.1 107:3, 17.5 107 , 99,, 3-A
461 06/29100 ..... FG 10L 16.6 ,,110.3. 15.4 107 ,I, 97 3-A
462 06/29100 FG ,,lpL, 16.6,, , 110.3, 16.4 lp9 98., , 3-A
,,463, ,, 06/29100 F,G~,3.0 , 7 , ,21.5, 99.6 ,,24.4 99 100 1-A
464 06~, 9100 FG-2.O, ,, ,7 21,.5 , 99.6 ,22.3 , 99, 100 ,
.465 06/29100 ,F .G~, .0. , ,5., 13.5 11!.,9 17.0 .,,107 96 1-A ....
466 06/29/00,, FG-2.0, 5 13.5 111.9 17.5 107 ,95 l-A,
TEST LOCATION:
460. 10' WEST AND 50' WEST FROM .S, OUTHF-J~,T C ,ORNER OF UPS EAST DRIVE WAY ,
461 15' WEST AND 35~ WE.ST FROM. SO.UTHEAST CORN,E,R OF UPS EA~,T D ,RJVE WAY ....
462 15',WES..T, AND 15' WEST FROM SOUTHEAST COR, NER 0F UpS ,F-.~_ST DRIVE WAY ....
463 48" STORM DRAIN STATION ~,+14 ON SANDY LAKE AT INTERSECTION WITH NASH
464, 48" ST,ORM DRN, N sT,ATI. ON .~5,2+14 ON SANDY LAK~. AT INTERSEC. TION WITH NASH
465,, 33" STORM DRAIN STATION *~0+50 ON SANDY LAKE AT INTERSE. CTION WITH NASH ,
466 33' STpRM DRAIN STATION, ;1~,0+50 ON SANDY tAKE, AT,IN, TERSECTION, WITH ,N,~SH ,
CC: NONE
1. RLL
2. NATURAL ~UBQR~N~E
3. LItlE 8T.N~I.IZE~
ALPHA TESTING, INC.
II
TESTED FOR
2209 ~ ST., Su#e lO0
Do#~, Texc~ 75229
~72/620-8911 - 972/263-4~37 (Metro)
I] I I I_ I
CITY OF COPPELL
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 06/29100
II I
PROJECT SANDY LAKE ROAD OUR REPORT NO. 98881-149B
PROJECT NO. ST 93-02
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. 80IL ID O~TmU~ ~a~u~ L~S ~ ~ ~ F~CE ~Rc~rr
NO. DATEDEPTHS, NUMBER uo~ru~E DRY Da)~rrY t~'m~E ~ ~ CO~PAc'noN COMMENT'
467 ,06/29100 , F~.0 ,5 ~13.5 111.9 16.4 107 95 1-A
468 o6/2o/oo . FC-,-.1.0 . 5 13.5 111.9. 1,6.7 107 ,96 1-A
469 oer2o/,oo FC~.0 5 13.5 111.9 14.7 , 111 , 190 !,-A
470 06/29100 FG-I:,0, 5 13.5 1,11.9 12.7 108 95 1-A
471. 0~.0~ FC~3.0 5 13.,5.. 111.9 17.1 loo 95 1-A
47,2 , 08/29100 FG-1.0 5 , 13.5 ,1!1.9' 1,5.7 107 95 l-A,
TEST LOCATION:
467 33" STORM DRAIN STATION t49+40 ON SANDY LAKE ROAD AT INTERSECTION WITH HOLLY
468 33" STORM DRAIN ,STATION aNg+40 ON SANDY LAKE ROAD AT, INTERSECTION WITH,HOLLY ....
469, 24" STORM DRAIN STATION t46+94 ON SANDY LAKE RO,AD AT INTERSECTION WITH HOLLY
470 24" STORM DRAIN STATION ,;~46+94 ON :SANDY LAKE ROAD AT I,NTERSEC,T, ION WITH HOLLY ,
47,1 21" STOR,M DRAIN STATION ~41+35 ON SANDY LAKE ROAD AT INTERS, ECTION WITH HI,GH ,L~ND MEADOW,
472 21" STORM, ,DRAIN, STATION ~, 1+35 ON SANDY LAKE ROAD AT !NTERSECTIO, N WITH HIGHLAND MEADOW _~
CC: NONE
Geotechnioei Engineering · Construction Materials Testing · Environmental Engineering · Consult~ /
~' &IN PU~MOI~'IJREANDF~=RCENTCOMPACTIONCOMPt. YWrFH~F~'CIFICA~
B. PERCENTCOMPAC'IION DOE8 NOT COMPLY WITH 8PECIFICA'FIOf~
C, PERCENT IN PI-~C,E ~E DOE~ NOT COMPL.Y WII~H ~=~clFICATIONs
D. RETEST