Hollows-LR 990401 REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Daflas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/1/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-29C
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
423 4/1/99 FG-7.0 2 24.3 95.2 25.1 92 97 1-A
424 4/1/99 FG-6.0 2 24.3 95.2 25.1 93 97 1 -A
425 4/1/99 FG-$.0 2 24.3 95.2 25.8 92 97 1 -A
426 4/1/99 FG-4.0 2 24.3 95.2 26.4 94 99 1 -A
427 4/1/99 FG-3.0 2 24.3 95.2 27.0 93 97 1-A
428 4/1/99 FG-2.0 2 24.3 95.2 24.5 92 96 1-A
429 4/1/99 FG-1.0 2 24.3 95.2 26.9 94 98 1 -A
TEST LOCATION:
423 SANITARY SEWER LINE G AT STATION #0+50
424 SANITARY SEWER LINE G AT STATION #0+75
425 SANITARY SEWER LINE G AT STATION #1 +00
426 SANITARY SEWER LINE G AT STATION #1 +50
427 SANITARY SEWER LINE G AT STATION #1 +75
428 SANITARY SEWER LINE G AT STATION #2+00
429 SANITARY SEWER LINE G AT STATION #2+50
A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICAI~IONS Res~
Geotechnical Engineering · C~ Materials Testing · Environmental Engineering · Consu#k~
REPORT OF FIELD
OMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.. Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/1/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-29
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCEN1
NO. DATE DEPTH ~,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT'
% pCF % PCF
402 4/1/99 FG-9.0 2 24.3 95.2 24.8 95 100 1 -A
403 4/1/99 FG-8.0 2 24.3 9§.2 26.4 95 100 1 -A
404 4/1/99 FG-7.0 2 24.3 95.2 24.9 93 98 1-A
405 4/1/99 FG-6.0 2 24.3 95.2 24.5 93 98 1 -A
406 4/1/99 FG-5.0 2 24.3 95.2 25.7 94 99 1 -A
407 4/1/99 FG-4.0 2 24.3 95.2 26.1 92 97 1 -A
408 4/1/99 FG-3.0 2 24.3 95.2 24.7 94 99 1-A
TEST LOCATION:
402 SANITARY SEWER LINE F AT STATION #0+50
403 SANITARY SEWER LINE F AT STATION #1 +00
404 SANITARY SEWER LINE F AT STATION #1 +25
405 SANITARY SEWER LINE F AT STATION #1 +50
406 SANITARY SEWER LINE F AT STATION #1 +75
407 SANITARY SEWER LINE F AT STATION #2+00
408 SANITARY SEWER LINE F AT STATION #2+25
FILL # A. IN PLACE PERCENI MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE S. P/RCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Resp_.eet'fOIly Submitte'b~ j
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D. RETEST ~.~~.
Geotechnical Engineering · Canstruc#on ~ Testing · Environmental Eng~ee#r~ · Conscf4~/~
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/1/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-29E
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOlE ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH ~.~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
· % PCF % PCF
437 4/1/99 FG-2.0 2 24.3 95.2 27.1 95 100 1 -A
438 4/1/99 FG-1.0 2 24.3 95.2 25.7 95 99 1 -A
439 4/1/99 FG 2 24.3 95.2 26.8 95 99 1 -A
TEST LOCATION:
437 SANITARY SEWER LINE G AT STATION #4+00
438 SANITARY SEWER LINE G AT STATION #4 + 10
439 SANITARY SEWER LINE G AT STATION #4-+25
1. FILL # A. IN PLACE PERCENT MOISTURE AND PERCENT COMPAC110N COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY W;1H SPECIFICATIONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
Geotechnical Engineering · Construction Matedats Tes#ng · Environmen~ Engineering · Cortsuffing
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/1/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-29A
COPPELLo 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
409 4/1/99 FG-2.0 2 24.3 95.2 25.8 95 100 1 -A
410 4/1/99 FG-1.0 2 24.3 95.2 26.1 93 97 1-A
411 4/1/99 FG 2 24.3 95.2 25.4 95 99 1 -A
412 4/1/99 FG-9.0 2 24.3 95.2 24.9 94 99 1 -A
413 4/1/99 FG-8.0 2 24.3 95.2 24.4 93 97 1 -A
414 4/1/99 FG-7.0 2 24.3 95.2 27.2 95 100 1 -A
415 4/1/99 FG-6.0 2 24.3 95.2 26.4 93 98 1-A
TEST LOCATION:
409 SANITARY SEWER LINE F AT STATION #2 +50
410 SANITARY SEWER LINE F AT STATION #2 +75
411 SANITARY SEWER LINE F AT STATION #2 +90
412 SANITARY SEWER LINE F AT STATION #3 +25
413 SANITARY SEWER LINE F AT STATION #3+50
414 SANITARY SEWER LINE F AT STATION #3+75
415 SANITARY SEWER LINE F AT STATION #4+00
FILL # A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respectfull~.~j~m!t*.c.~
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TBEATED D. RETEST ~' ALPHA T~ ........
Geotechnical Enginccdng · Cons#uctton Materials Testing · Envi~fal Engineering · Consultk~
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/1/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-29B
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
416 4/1/99 FG-5.0 2 24.3 95.2 26.8 93 97 1-A
417 4/1/99 FG-4.0 2 24.3 95.2 26.§ 93 97 1 -A
418 4/1/99 FG-3.0 2 24.3 95.2 25.7 92 96 1-A
419 4/1/99 FG-2.0 2 24.3 95.2 24.5 93 98 1-A
420 4/1/99 FG-1.0 2 24.3 95.2 25.1 93 97 1-A
421 4/1/99 FG 2 24.3 95.2 25.1 93 98 1 -A
422 4/1/99 FG-8.0 2 24.3 95.2 24.5 94 98 1 -A
TEST LOCATION:
416 SANITARY SEWER LINE F AT STATION #3+75
417 SANITARY SEWER LINE F AT STATION #3+50
418 SANITARY SEWER LINE F AT STATION #3+40
419 SANITARY SEWER LINE F AT STATION #3 +25
420 SANITARY SEWER LINE F AT STATION #3 + 10
421 SANITARY SEWER LINE F AT STATION #3 +25
422 SANITARY SEWER LINE G AT STATION //0+25
FILL A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRAD~ B. PERCENT COMPACTION DO{ES NOT COMPLY WITH SPECIFICATIONS ~ ~~
LIME STAB/LIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D. RETES!
Geotechnicol Engineering · Consln~tion Motertc#s Testk'tg · Environmentol ~ · Cc:ftsultY~
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTtNG, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 4/1/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-29D
COPPELLo 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
430 4/1/99 FG 2 24.3 95.2 26.2 92 97 1 -A
431 4/1/99 FG-8.0 2 24.3 95.2 25.6 93 97 1 -A
432 4/1/99 FG-7.0 2 24.3 95.2 26.6 93 97 1 -A
433 4/1/99 FG-6.0 2 24.3 95.2 26.8 94 99 1 -A
434 4/1/99 FG-5.0 2 24.3 95.2 25.4 95 99 1 -A
435 4/1/99 FG-4.0 2 24.3 95.2 26.0 94 99 1 -A
436 4/1/99 FG-3.0 2 24.3 95.2 26.1 95 . 100 1 -A
TEST LOCATION:
430 SANITARY SEWER LINE G AT STATION #2+75
431 SANITARY SEWER LINE G AT STATION #3+10
432 SANITARY SEWER LINE G AT STATION #3+20
433 SANITARY SEWER LINE G AT STATION #3 +40
434 SANITARY SEWER LINE G AT STATION #3 + 50
435 SANITARY SEWER LINE G AT STATION #3 +70
436 SANITARY SEWER LINE G AT STATION #3+90
FILL # A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ~~*'"-~~
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D. RETEST
Geotechnical Engineering · Consh1.1ction Materia~ Testing · Environmental Erlgirleefing · Corlsulfitlg