St Andrews Est-LR041025ALPHA TESTING, INC.
2209 Wisconsin St,, Suite 100
Do#os, Texo~ 7,5229
972/620-8~11 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
PROJECT:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
ST. ANDREWS ESTATES ~
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 10/25/04
OUR REPORT NO.: 04219-43
TEST DATA:
TEST ~ ELEV. SOIL ID O~T~4~ MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
679 10/25/04 FG-2.0 3 24.0 95.5 24.4 93 f 97 1-A
680 10/25/04 FG-I.0 3 24.0 95.5 24.6 92 97 1-A
681 10/25/04 FG-2.0 3 24.0 95.5 24.7 91 95 1-A
682 10/25/04 FG-I.0 1 28.5 90.5 28.6 89 99 1-A
683 10/25/04 FG-2.0 1 28.5 90.5 28.9 88 98 1-A
684 10/25/04 FG-I.0 1 28.5 90.5 28.5 89 ~ 98 1-A
685 10/25/04 FG-2.0 1 28.5 90.5 29.2 90~ 100 1-A
TEST LOCATION:
679 UTILITIES, STORM SEWER LINE C AT STATION 0+30
680 UTILITIES, STORM SEWER LINE C AT STATION 0+30
681 UTILITIES, STORM SEWER LINE C AT STATION 0+90
682 UTILITIES, STORM SEWER LINE C AT STATION 0+90
683 UTILITIES, STORM SEWER LINE C AT STATION 1+30
684 UTILITIES, STORM SEWER LINE C AT STATION 1+30
685 PAVING, STONEWICK LANE NORTH SIDE OF LINE C AT PAVING STATION 4+50
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL ' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURALSUBGRADE S. PERCENTCOMPACTIONDOESNOTCOMPLYWITHSPECIFICATIONS j~s~ctf~ed
3. LIME STASILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS tE
4 CEMENTTREATED D. RETEST ROY~/ELEZ Il
ALPHA TESTI~, INC.
Our test results end ceberls are for the exclusive use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or distributed except with e~q;)ress approval of
ALPHA Theuseofournameendtestresu~tsmustreceiveour,,~l'itterlapproval Testresu~tsandm~r~sapp~y~r~yt~thesamp~estestedand/~r~bserved~andaren~tir~dicativeofthequa~itiesof
apparen[ly idenbcal or similar specimens
Geotechnical Engineering f.~ Construction Materials Testing f~ Environmental Engineering /:h Consulting
ALPHA TESTING, INC.
2209 Wisconsin ~t,, Suite 100
~311~s, Texas 7~5229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 10/25/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-43A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIM*JM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH'~ NUMBER MOISTURE DRY DENSi3~' MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF ~
686 10/25/04 FG-1.0 1 28.5 90.5 29.2 88 97 I-A
687 10/25/04 FG-2.0 1 28.5 90.5 28.8 88 98 1-A
688 10/25/04 FG-1.0 1 28.5 90.5 29.1 89 i, 98 1-A
TEST LOCATION:
686 PAVING, STONEWICK LANE NORTH SIDE OF LINE C AT PAVING STATION 4+50
687 PAVING, STONEWICK LANE NORTH SIDE OF LINE C AT PAVING STATION 4+35
688 PAVING, STONEWlCK LANE NORTH SIDE OF LINE C AT PAVING STATION 4+35
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL ° A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST RO~'~ELEZ ~
ALPHA TESTII~G, INC.
Our test results and reports are for the exclusive use of the Client (and their designated recipient s or) file in our officeI and shall not be reproduced and/or distributed except with express approval of
ALPHA 'l~ne use of our name and test results mus[ receive our written approval Test results and repotls apply only to the samp es es ed and/or observed, and are not indicative of the qualities of
apparently identical or similar specimens
Geotechnical Engineerfng /; Construction Materials Testing #' Environmental Engineering ~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
D~llos, Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: g72(dO~-~023
TESTED FOR: ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
DAILY FIELD
REPORT
DATE: 10/22/04
PROJECT:
ST. ANDREWS ESTATES~-v
COPPELL, TEXAS
OUR REPORT NO.: 04219-41
TECHNICIAN: M.E.
WEATHER: Clear
TEMPERATURE RANGE: 80 to 85
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED SITE TO MONITOR ON-GOING WORK AND
PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 3 SOIL SAMPLES FOR LABORATORY LIME SERIES ANALYSIS.
LOCATIONS AND LABORATORY TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT,
~,T THE COMPLETION OF THE SCHEDULED TESTING, THE
=C:
HENNESSEY ENGINEERING
CITY OF COPPELL
IAN
RETURNED TO THE DALLAS OFFICE.
Respectfully Submitted,
ROY VELEZC/
ALPHA TESTING, INC.
Geotechnical Engineering /~ Construction Materials Testing ~ Environmental Engineering /~ Consulting