Stoneleigh P2-LR001204 ALPHA TESTING, INC.
2209 Wisconsin St., Suite
Dallas, Texas 75229
972/620-8911- 972/263-4937 (Metro) DAILY FIELD REPORT
FAX: 972/406-8023
TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 12/04100
DALLAS, TEXAS
PROJECT: STONELEIGH ~;~ RIVERCHASE OUR REPORT NO: 00652-46
COPPELL, TEXAS
TECHNICIAN: G.M.
WEATHER: CLOUDY TEMPERATURE RANGE: 58 TO 58
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED, WHILE THERE THE TECHNICIAN DELIVERED I CASE
OF EMPTY MOLDS.
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: GREENBRIAR - BUILDING 3.04 AT 70 YDS.
SET #2: GREENBRIAR - BUILDING 3.04 AT 160 YDS.
SET #3: GREENBRIAR - BUILDING 3.04 AT 240 YDS.
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 TESTING, 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
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 12/04100
DALLAS, TEXAS
PROJECT STONELEIGH (~ RIVERCHASE OUR REPORT NO. 00652-44
COPPELL. TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH"~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
267 12104/00 SG/FG 2 17.5 108.5 17.7 106 98 2-A
268 12/04100 SG/FG 2 17.5 108.5 19.6 105 96 2-A
269 12/04/00 SG/FG 2 17.5 108.5 19.7 108 100 2-A
270 12/04100 SGIFG 2 17.5 108.5 21.2 103 95 2-A
271 12104/00 SG/FG 2 17.5 108.5 17.8 108 100 2-A
272 12104/00 SGIFG 2 17.5 108.5 19.3 106 98 2-A
273 12/04/00 SG/FG 2 17.5 108.5 20.6 104 96 2-A
TEST LOCATION:
267 PAVING - 35' SOUTH AND 40' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #10
268 PAVING - 30' SOUTH AND 80' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #7
269 PAVING - 30' SOUTH AND 120' WEST FROM THE SOUTHEAST CORNER OF BUILDING PAD #7
270 PAVING - 40' SOUTH AND 35' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD ~6
271 20' EAST AND 25' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #6
272 25' WEST AND 45' NORTH FROM THE SOUTHEAST CORNER OF BUILDING PAD ~
273 20' EAST AND 25' SOUTH FROM THE NORTHWEST CORNER OF BUILDING PAD #6
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
Geotechnmal Engineering ~ Construction Materials Testing ~ Environmental Engineering ~' Consul~in