Stoneleigh P2-LR010321 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dallas, Texas 75229
972/620-8911. 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOP, SPRING VALLEY CONSTRUCTION DATE 03/21101
DALLAS, TEXAS
PROJECT STONELEIGH (~ RIVERCHASE OUR REPORT NO. 00652-159
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID o~muuu u~x~uuu L~ ~N ~ ~N ~MCE PERCENT
NO. DATE DEPTH'~ NUMBER MOI~-'TURE ~ ~ MO~'TLJRE D~*Y ~gI~I~*'TY COMPACI'"ION COMMENT*
% PCF % PCF
323 03/21/01 FG-0.4 2 17.5 108.5 17.9 105 96 1-A
324 03/21101 FG-0.8 2 17.5 108.5 18.8 105 97 I-A
325 03/21101 FG-0.4 2 17.5 108.5 18.2 105 97 1-A
326 03./21/01 FG 2 17.5 108.5 20.4 104 95 1-A
327 03/21101 FG 2 17.5 108.5 18.2 105 97 1-A
328 03/21101 FG 2 17.5 108.5 19.5 104 96 1-A
TEST LOCATION:
323 15' WEST AND 15' SOUTH FROM NORTHEAST CORNER OF BUILDING PAD #23
324 10' WEST AND 10' NORTH FROM SOUTHEAST CORNER OF BUILDING PAD #25
325 15' NORTH AND 15' EAST FROM SOUTHWEST CORNER OF BUILDING PAD ~23
326 35' EAST AND 30' NORTH FROM SOUTHWEST CORNER OF BUILDING PAD ~t23
327 60' NORTH AND 30' WEST FROM SOUTHEAST CORNER OF BUILDING PAD ~23
328 30' SOUTH AND 30' EAST FROM NORTHWEST CORNER OF BUILDING PAD ~23
1. FILL 'A. IN PLACE PERC~NT MOIS'RJRE AND P~RCENT COMPACTION COMPLY WITH SPECIFICATIONS ~r/ ~'~ /~' //
2. NATURALSUBGRAD~ B. PERCENTCOMPACTIONDO~SNOTCOMI~.YWFII-I~=EClFICATIONS ~SuJ~lltted~
our te~t ree4d~ & rel~lx~ am ~or the ~u~lve ~j~e of b C~ (~1 thor ~1~ re~ ~ fl~ ~ our ~) -
of our name & te~ r#ult~ muat recei~ our ~ apploval. Tm moul~ · ~ aP~lt erdy t~ the .ampl~ ~ an4/or offered, Im:l are n~ IndlcMNe of thel~ualll~ of appare~ly~cal ~ ~lmiar ,~oectmen~.
Geotechnical Engineerfng · Construction Mater~als Testing · Envfronrnentel Engineedng · Consulting
ALPHA TESTING, INC.
2209 Wl~onsin St., Suite 100
Dallas, Texas 75229
972/620-8911-972/263-4937 (Metro) DAILY FIELD REPORT
FAX: 972/406-8023
TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 03/21/01
DALLAS, TEXAS
PROJECT: STONELEIGH ~ RIVERCHASE OUR REPORT NO: 00652-160
COPPELL, TEXAS
TECHNICIAN: J.S.
WEATHER: SUNNY TEMPERATURE RANGE: 60 TO 65
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE AS REQUESTED TO
MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REQUESTED.
THE TECHNICIAN OBTAINED 3 SETS OF 4 CLIENT MADE CYLINDERS
PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATIONS: SET #1: BUILDING #23, NORTHEAST CORNER 10' IN
SET ~2: BUILDING #23, CENTER OF MIDDLE BREEZEWAY
SET #3: BUILDING #23, SOUTHWEST CONRER 5' IN
THE CYLINDERS WERE RETURNED TO THE LABORATORY FOR PROCESSING.
LABORATORY COMPRESSION TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT.
AT THE COMPLETION OF THE SCHEDULED WORK, THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
CC:
LARRY DAVIS, CITY OF COPPELL
LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting