Townhouses-LR000715ALPHA TESTING, INC.
220~ WIsconsin St., Suite 100
Da#os, Texas 75229
972/620-8911 - 972/263-4937 (Metro,)
FAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/15/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-24C
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRYDENSrTY MOISTURE DRYDENSITY COMPACTION COMMENT*
344 07/15100 SG 5 12.5 108 14.9 108 100 2-A
345 07/15/00 SG 5 12.5 108 13.0 109 101
346 07/15/00 SG 5 12.5 108 14.1 106 99 2-A
347 07/15/00 SG 5 12.5 108 13.5 107 99 2-A
TEST LOCATION:
344 BLOCK A, PAD #17
345 BLOCK A, PAD #18
346 BLOCKA, PAD#19
347 BLOCK A, PAD ~f20
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2 NATURAL SUBGRADE
3 LIME STABILIZED
4 CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENTCOMPACTION DOES NOT COMPLY WlTH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECtF~CATIONS
D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTIN( , INC.
2209 Wisconsin St., Suite I00
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
LEMPDEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/15~0
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORTNO.
00430-24B
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
337 07/15/00 FG-7.5 2 19.0 100.4 19.9 99 98 1-A
338 07/15/00 FG-7.2 2 19.0 100.4 20.2 98 98 1-A
339 07/15~00 FG-8.9 2 19.0 100.4 19.6 99 98 1 -A
340 07/15100 FG-8.1 2 19.0 100.4 21.6 97 96 1-A
341 07/15/00 FG-8.9 2 19.0 100.4 20.6 98 98 1-A
342 07/15/00 FG-9.3 2 19.0 100.4 19.9 99 99 1-A
343 07/15/00 FG-9.1 2 19.0 100.4 21.9 97 97 1-A
TEST LOCATION:
I
337 !BLOCK B, PAD ~29
338 BLOCK B, PAD ~30
339 BLOCK B, PAD #31
340 BLOCK B, PAD #32
341 BLOCK B, PAD#33
342 BLOCK B, PAD #34
343 BLOCK B, PAD #35
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SU~GRADE
3 LiME STABILIZED
4. CEMENT 11~EATED
* A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Res~~u~
A L P HA~I'E~TI N-G ,"1N C.
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
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/15/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO.
00430-24A
TEST DATA:
TEST ~ELEV SOIL ID OPTIMUM MAXIMUM LAS IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
330 07/15/00 FG-7.3 2 19.0 100.4 21.9 98 98 1-A
331 07/15/00 FG-6.6 2 19.0 100.4 19.1 101 100 1-A
332 07/15/00 FG-8.1 2 19.0 100.4 21.1 97 97 1-A
333 07/15/00 FG-7.4 2 19.0 100.4 19.3 100 100 1-A
334 07/15/00 FG-6.4 2 19.0 100.4 19.9 99 99 1 -A
335 07/15~00 FG-7.8 2 19.0 100.4 19.1 100 100 1-A
336 07/15/00 FG-7.2 2 19.0 100.4 19.2 100 99 1-A
TEST LOCATION:
330 BLOCK A, PAD #6
331 BLOCKA, PAD~5
332 BLOCKA, PAD #4
333 BLOCK A, PAD #7
334 BLOCK A, PAD ~J5
335 BLOCK A, PAD #56
336 BLOCK A, PAD #57
CC: STEVE TOPLETZ, ANDANTE
1. FILL
2. NATURAL SUBGRADE
3. LIME STAI~LIZED
4. CEMENT TREATED
* A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
D. RETEST
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Consulting
ALPHA TESTING, INC.
220~ Wisconsin St., Suite I00
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
tAX: 972/406-8023
TESTED FOR
LEMP DEVELOPMENT
DALLAS, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE 07/15/00
PROJECT
COPPELL TOWNHOMES
COPPELL, TEXAS
OUR REPORT NO. 00430-24
TEST DATA:
TEST ~ ELEV. SOIL ID OP~MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE% DRY PcFDENBITY MOISTURE% DRY PcFDENSITY COMPACTION COMMENT*
323 07/15/00 FG-7.2 2 19.0 100.4 21.4 97 96 1-A
324 07/15~00 FG-7.2 2 19.0 100.4 20.9 97 96 1-A
325 07/15/00 FG-8.3 2 19.0 100.4 20.4 98 98 1-A
326 07/15/00 FG-7.7 2 19.0 100.4 19.6 101 100 1 -A
327 07/15/00 FG-8.6 2 19.0 100.4 21.9 100 99 1-A
328 07/15/00 FG-8.5 2 19.0 100.4 20.5 101 101 1 -A
329 07/15/00 FG-7.3 2 19.0 100.4 20.6 101 100 1-A
TEST LOCATION:
323 BLOCK A, PAD #58
324 BLOCK A, PAD #59
325 BLOCKA, PAD #61
326 BLOCK A, PAD #62
327 BLOCK A, PAD #63
328 BLOCK A, PAD #64
329 BLOCK A, PAD
CC: STEVE TOPLETZ, ANDANTE
I FILL
2. NATURAL SUBGRADE
3. LIME STABILIZED
4. CEMENT TREATED
* A. IN PLACE PERCENT MOISTURE AN[} PERCENT COMPACTION COMPLY W~TH SPECiFICATiONS B, PERCENT COMPACTION DOES NOT COMPLy Wl3~d SPECIFICATIONS
C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
RETEST
Geotechnical Engineedng · Construction Materials Testing · Environmental Engineering · Consulting
Res
ALPHA TESTING, INC.