Stoneleigh P2-LR010207 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTINg;, INC.
2209 Wisconsin St.. Suite 100
Do#os, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 02/07/01
DALLAS, TEXAS
PROJECT STONELEIGH @ RIVERCHASE OUR REPORT NO. 00652-119
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
319 02107/01 SG/FG 2 17.5 108.5 18.0 104 96 2-A
320 02107101 SG/FG 2 17.5 108.5 19.3 103 95 2-A
321 02/07/01 SG/FG 2 17.5 108.5 17.8 106 98 2-A
322 02/07/01 SG/FG 2 17.5 108.5 17.7 106 98 2-A
TEST LOCATION: PAVING
319 25' SOUTH AND 35' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #10
320 40' WEST AND 30' SOUTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #10
321 35' WEST AND 60' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #10
322 25' WEST AND 15' NORTH FROM THE NORTHWEST CORNER OF BUILDING PAD #10
CC: LARRY DAVIS, CITY OF COPPELL - LANNY ALLISON, CITY OF COPPELL -
JAN BERTRAND, CITY OF COPPELL ~
I FILL * A. I. PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 L, IME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATEO D. RETEST'
"~ Oeotechni~al Engineering/~ Construction Materials Testing ~ Environmental Engineering / Conl[ulti~ f
ALPHA TESTINg, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
- DAILY FIELD REPORT
FAX: 972/406-8023
TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 02/07101
DALLAS, TEXAS
PROJECT: STONELEIGH @ RIVERCHASE OUR REPORT NO: 00652-120
COPPELL, TEXAS
TECHNICIAN: P.J.
WEATHER: CLEAR TEMPERATURE RANGE: 52 TO 75
iTHE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE AS REOUESTED TO
i MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REOUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 4 SETS OF 4 CLIENT MADE CYLINDERS.
PER THE ON SITE REPRESENTATlyE THE C .YU.I~.~I~6 WERE MOLDED FROM THE FOLLOWING LOCATIONS: SET #1: PAVING "H" AT i754 F'I~OM API!~.'H'CENTER OF FIRE LANE
SET ~2: PAVING "H' SOUTH OF GI.~A
SET #3: PAVING "H" PLACED AT 8WELL
SET #4: PAVING "H" PLACED AT BOLLARDS
THE CYLINDERS WERE RETURNED TO THE LABORATORY FOR PROCESSING.
LABORATORY COMPRESSION TEST RESULTS WILL FOLLOW ON A SEPARATE REPORT.
iAT 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 BERTI~kND, CITY OF COPPELL
Geotechnical Engin~. rfng 0 Construction Materials Testing 0 Environmental Engineerfng 0 Consulting
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ALPHA TESTING, INC.
2209 ~ ~t., ~lte I00
DaI~ Texas
DAILY FIELD REPORT
F~: 972/~3
TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 2/7/01
DALLAS, TEXAS
PROJECT: STONELEIGH ¢} RIVERCHASE OUR REPORT NO: 00652-127
COPPELL, TEXAS
TECHNICIAN: J.S.
WEATHER: SUNNY TEMPERATURE RANGE: 55 TO 75
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE AS REQUESTED TO
MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 2 SETS OF 4 CLIENT MADE CYLINDERS.
PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATIONS: SET #1: BUILDING PAD #13, BREEZEWAY
SET #2: BUILDING PAD #13, 20' FROM SOUTH END
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
C.
Geotechnical Engineering 0 Construction Materials Testing 0 Environmental Engineering 0 Consulting
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 V~bcon~n St., Suite 100
Do#os, Texos 75229
972/620-8911 - 972/263-4@37 (Metro)
FAX: 972/406-8023
TESTED FOR SPRING VALLEY CONSTRUCTION DATE 02/07/01
DALLAS. TEXAS
PROJECT STONELEIGH @ RIVERCHASE OUR REPORT NO. 00652-119
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
319 02/07/01 SG/FG 2 17.5 108.5 18.0 104 96 2-A
320 02/07/01 SG/FG 2 17.5 108.5 19.3 103 95 2-A
321 02/07/01 SG/FG 2 17.5 108.5 17.8 106 98 2-A
322 02/07/01 SG/FG 2 17.5 108.5 17.7 106 98 2-A
TEST LOCATION: PAVING
319 25' SOUTH AND 35' EAST FROM THE SOUTHWEST CORNER OF BUILDING PAD #10
320 40' WEST AND 30' SOUTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #10
321 35' WEST AND 60' NORTH FROM THE SOUTHWEST CORNER OF BUILDING PAD #10
322 25' WEST AND 15' NORTH FROM THE NORTHWEST CORNER OF BUILDING PAD #10
CC: LARRY DAVIS, CITY OF COPPELL LANNY ALLISON, CITY OF COPPELL
JAN BERTRAND, CITY OF COPPELL
I FILL A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ~
2 NATURAL SUBGRADE B PERC_ENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~/~ ~
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST-
Geotechnical Engineering ~ Construction Materials Testing ~] Environmental Engineering n ~
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Dallas, Texas 75229
972/620-8911- 972/263-4937 (Metro) DAILY FIELD REPORT
FAX: 972/406-8023
TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 02/07/01
DALLAS, TEXAS
PROJECT: STONELEIGH @ RIVERCHASE OUR REPORT NO: 00652-120
COPPELL, TEXAS
TECHNICIAN: P.J.
WEATHER: CLEAR TEMPERATURE RANGE: 52 TO 75
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE AS REOUESTED TO
MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REOUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 4 SETS OF 4 CLIENT MADE CYLINDERS.
PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATIONS: SET #1: PAVING "H" AT 175' FROM APPROACH CENTER OF FIRE LANE
SET ~2: PAVING "H" SOUTH OF G1-A
SET #3: PAVING "H" PLACED AT SWELL
SET #4: PAVING "H" PLACED AT BOLLARDS
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.
I'CC:
I LARRY DAVIS, CITY OF COPPELL
ILANNY ALLISON, CITY OF COPPELL
i JAN BERTRAND, CITY OF COPPELL
Geotechnical Engineering 0 Construction Materials Testing 0 Environmental Engineering 0 Consulting
~:.
.'~.~
ALPHA TESTING, INC.
2209 Wisconsin St., Suite I00
Do#as, Texos 75229
972/620-8911-972/263-4937 (Metro) DALLY FIELD REPORT
FAX: 972/406-8023
TESTED FOR: SPRING VALLEY CONSTRUCTION DATE: 2/7/01
DALLAS, TEXAS
PROJECT: STONELEIGH ~} RIVERCHASE OUR REPORT NO: 00652-127
COPPELL, TEXAS
TECHNICIAN: J.S.
WEATHER: SUNNY TEMPERATURE RANGE: 55 TO 75
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE AS REQUESTED TO
MONITOR ON-GOING WORK AND PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 2 SETS OF 4 CLIENT MADE CYLINDERS.
PER THE ON SITE REPRESENTATIVE THE CYLINDERS WERE MOLDED FROM THE FOLLOWING LOCATIONS: SET #1: BUILDING PAD #13, BREEZEWAY
SET #2: BUILDING PAD #13, 20' FROM SOUTH END
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
C.
Geotechnical Engineering 0 Construction Materials Testing 0 Environmental Engineering 0 Consulting