Old Townhomes-LR040618ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: CARBON CONSTRUCTION
DALLAS, TEXAS
DAILY FIELD
REPORT
DATE: 06/18/04
PROJECT:
OLD COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-18
TECHNICIAN: S.C.
WEATHER: CLEAR
TEMPERATURE RANGE: 76 TO 84
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED SITE TO MONITOR ON-GOING WORK AND
~ERFORM FIELD TESTING AS REQUESTED.
NHILE ON SITE THE TECHNICIAN OBTAINED 2 SOIL SAMPLES FOR LABORATORY LIME SERIES ANALYSIS.
LOCATIONS AND LABORATORY TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT.
A TOTAL OF 5 FIELD DENSITY TEST WERE PERFORMED ON FILL FOR UTILITIES AND BUILDING PADS. SEE
ATTACHED REPORT FOR RESULTS OF FIELD COMPACTION TESTING.
EDDIE 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
Respectfully Submitted,
AARON COTTON, JR.
ALPHA TESTING, INC.
ALPHA The use of our rlarlle and test resul[s musl receive OUr written approval TesJ resulls and repods apply only to the samples tested and/or observed 8nd are r~o[ ~ndicative of the qualities of
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
CARBON CONSTRUCTION
DALLAS. TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 06/18/04
PROJECT:
OLD COPPELLTOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.: 03992-18A
TEST DATA:
TEST ~. ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOrSTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
142 06/18/04 FG 1 15.0 112.5 15.2 110 98 1 -A
143 06/18/04 FG 3 16.5 109 19.3 107 98 1-A
144 06/18/04 FG 2 13.5 1185 14.2 116 98 1-A
145 06/18/04 FG 1 15.0 112.5 16.8 111 99 1 -A
146 06/18/04 FG 2 13.5 118.5 15.4 113 96 I-A
TEST LOCATION: UTILITIES & BUILDING PAD
142 SANITARY SEWER LINE A AT STATION 7+43
143 SANITARY SEWER LINE A AT STATION 10+73
144 15' N AND 10' W FROM THE SE CORNER OF BLOCK A PAD 2
145 10' N AND 10' W FROM THE SE CORNER OF BLOCK A, PAD 3
146 SANITARY SEWER LINE B AT STATION 2+48
CC: NONE
1 FiLL * A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2NATURAL SUBGRADE BPERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~e~tfully ,,~u/~rTl.~
3LIME STA.I.ZEO CPERCENT IN PLACE MOISTURE ODES NOT COMPLY VVITH SPECIFICATIONS
4 CEMENT TREATED D RETEST
ALPHA TESTING,
Our tesl results and reports are Ior the exduswe use o[ the Client (and their de$1gnaled recipients on Ida m our office) and shall not be reproduced and/or distributed except wllh express approval of
Geotechmcal Engineering · Construchon Materials Testing · Environmental Engineering · Consulting