Hollows-LR 990331 REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
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 3/31/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-28B
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. OATE DEPTH '~.~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
372 3/31/99 FG 2 24.3 95.2 24.3 92 97 1-A
373 3/31/99 FG 2 24.3 95.2 24.4 95 99 1-A
374 3/31/99 FG-4.0 2 24.3 95.2 25.9 93 98 1 -A
375 3/31/99 FG-3.0 2 24.3 95.2 25.3 94 99 1-A
376 3/31/99 FG-3.0 2 24.3 95.2 25.3 92 97 1 -A
377 3/31/99 FG-2.0 2 24.3 95.2 25.0 94 99 1 -A
378 3/31/99 FG-2.0 2 24.3 95.2 25.0 94 98 1 -A
TEST LOCATION:
372 SANITARY SEWER LINE E AT STATION //5 + 25
373 SANITARY SEWER LINE E AT STATION //7 + 25
374 SANITARY SEWER LINE E AT STATION //13+75
375 SANITARY SEWER LINE E AT STATION #11 +00
376 SANITARY SEWER LINE E AT STATION //14+00
377 SANITARY SEWER LINE E AT STATION #11 +25
378 SANITARY SEWER LINE E AT STATION #14+25
FILL # A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
NATURAL SUBGRADE B. PERCENI COMPACTION DOES NOT COMPLY WITH SPECIF'ICATIONS
UME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ~EST~~.'~
CEMENT TREATED D. RETEST
Geotechnical Engineer~g · Constructk~n Materials Testing · E-nvfronme~tal Eng~eefing · ~
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 3/31/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-28C
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
379 3/31/99 FG-1.0 2 24.3 95.2 24.8 95 99 1 -A
380 3/31/99 FG- 1.0 2 24.3 95.2 26.0 94 99 1 -A
381 3/31/99 FG 2 24.3 95.2 25.4 93 98 1-A
382 3/31/99 FG 2 24.3 95.2 25.9 95 99 1-A
383 3/31/99 FG-7.0 2 24.3 95.2 24.3 94 98 1-A
384 3/31/99 FG-6.0 2 24.3 95.2 26.0 94 99 1 -A
385 3/31/99 FG-5.0 2 24.3 95.2 25.4 95 100 1-A
TEST LOCATION:
379 SANITARY SEWER LINE E AT STATION #11 + 50
380 SANITARY SEWER LINE E AT STATION #14+50
381 SANITARY SEWER LINE E AT STATION #11 +75
382 SANITARY SEWER LINE E AT STATION #14+75
383 SANITARY SEWER LINE A AT STATION #0 + 20
384 SANITARY SEWER LINE A AT STATION #0 + 60
385 SANITARY SEWER LINE A AT STATION #0+80
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFiCATiONS
Geotechnical Engineering · ConslTuC~ Materials Testing · Envfror~nental Engineering · Cortsuttir~
REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/40~-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 3/31/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-28D
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
386 3/31/99 FG-4.0 2 24.3 95.2 24.9 95 100 1 -A
387 3/31/99 FG-3.0 2 24.3 95.2 26.7 95 1 O0 1 -A
388 3/31/99 FG-2.0 2 24.3 95.2 24.8 95 100 1 -A
389 3/31/99 FGo1.0 2 24.3 95.2 26.0 92 97 1-A
390 3/31/99 FG-2.0 2 24.3 95.2 25.5 91 96 1-A
391 3/31/99 FG-2.0 2 24.3 95.2 26.8 92 97 1 -A
392 3/31/99 FG-1.0 2 24.3 95.2 25.7 92 97 1 -A
TEST LOCATION:
386 SANITARY SEWER LINE A AT STATION 81 +40
387 SANITARY SEWER LINE A AT STATION #1 +20
388 SANITARY SEWER LINE A AT STATION #1 + 10
389 SANITARY SEWER LINE A AT STATION #1 +00
390 SANITARY SEWER LINE B AT STATION 81 +00
391 SANITARY SEWER LINE B AT STATION #4+00
392 SANITARY SEWER LINE B AT STATION 81 +50
FILL e A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ~~
NATURAL SUBGRADE B.PERCENTCOMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
LIME STABILIZED C. PERCENTIN PLACE MOISTUREDOESNOTCOMPLY WITHSPECIFICATIONS
CEMENT TREATED D. RETEST ~~
Geotechnical Engineering · Constructk~ Matedats Testing · Environmental Engineering · Consulting
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 3/31/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-28E
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
393 3/31/99 FG-1.0 2 24.3 95.2 26.4 93 98 1 -A
394 3/31/99 FG 2 24.3 95.2 24.8 92 96 1 -A
395 3/31/99 FG 2 24.3 95.2 24.5 95 99 1 -A
396 3/31/99 FG-2.0 2 24.3 95.2 25.8 95 100 1 -A
397 3/31/99 FG-1.0 2 24.3 95.2 26.3 95 100 1 -A
398 3/31/99 FG 2 24.3 95.2 25.6 93 98 1 -A
399 3/31/99 FG-2.0 2 24.3 95.2 24.5 92 96 1 -A
TEST LOCATION:
393 SANITARY SEWER LINE B AT STATION #4+50
394 SANITARY SEWER LINE B AT STATION #2 +00
395 SANITARY SEWER LINE B AT STATION #5 +00
396 SANITARY SEWER LINE C AT STATION #0+50
397 SANITARY SEWER LINE C AT STATION #1 +50
398 SANITARY SEWER LINE C AT STATION #1 +90
399 SANITARY SEWER LINE D AT STATION #0+75
NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS · RD
Geotechnical Engineering · C~ Materials Tesfing · Environmental Engineering · C~
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 3/31/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-28F
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
400 3/31/99 FG-1.0 2 24.3 95.2 25.5 93 98 1 -A
401 3/31/99 FG 2 24.3 95.2 26.6 95 100 1-A
TEST LOCATION:
400 SANITARY SEWER LINE D AT STATION #1 +75
401 SANITARY SEWER LINE D AT STATION #2+50
1. FILL # A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /t/'' ~
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS eS ctf , itt
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS -'~ ,"~/'"
4. CEMENT TREATED D. RETEST
Geotechnical Engineering · C~ Materiats Tes~g · Envitc~t~ ~ · Consulting
REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
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 3/31/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-28A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID O?IIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH ~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
365 3/31/99 FG-2.0 2 24.3 95.2 26.8 94 98 1 -A
366 3/31/99 FG-2.0 2 24.3 95.2 25.9 93 97 1 -A
367 3/31/99 FG-2.0 2 24.3 95.2 24.3 94 99 1 -A
368 3/31/99 FG-1.0 2 24.3 95.2 27.2 92 97 1 -A
369 3/31/99 FG- 1.0 2 24.3 95.2 25.1 94 98 1-A
370 3/31/99 FG- 1.0 2 24.3 95.2 25.1 93 98 1-A
371 3/31/99 FG 2 24.3 95.2 26.1 95 99 1-A
TEST LOCATION:
365 SANITARY SEWER LINE E AT STATION #0+50
366 SANITARY SEWER LINE E AT STATION #5+00
367 SANITARY SEWER LINE E AT STATION #7+00
368 SANITARY SEWER LINE E AT STATION #0+50
369 SANITARY SEWER LINE E AT STATION #5+00
370 SANITARY SEWER LINE E AT STATION #7+00
371 SANITARY SEWER LINE E AT STATION #0+60
FILL e A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WiTH SPECIFICATIONS ~/? / .., ~
LIME STA01LIZED C PERCENT ~N PLACE MO=STURE DOES NO[ COMPLY W~TH SPECIFICA1;ONS ""
CEMENT TREATED D. RETEST ~~ ~~~STI~-'----
Geotechnical Engineering · Corb'lTuCtlon ~ Testing · Environ~ Engk~eflng · ~
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 3/31/99
DALLAS, TEXAS
PROJECT HOLLOWS @ NORTHLAKE WOODLAND OUR REPORT NO. 99128-28
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID 0PIIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT
% PCF % PCF
358 3/31/99 FG-7.0 2 24.3 95.2 25.7 92 97 1 -A
359 3/31/99 FG-7.0 2 24.3 95.2 26.1 92 96 1 -A
360 3/31/99 FG-6.0 2 24.3 95.2 25.6 93 97 1 -A
361 3/31/99 FG-6.0 2 24.3 95.2 25.3 95 99 1 -A
362 3/31/99 FG-5.0 2 24.3 95.2 24.5 92 97 1-A
363 3/31/99 FG-5.0 2 24.3 95.2 26.3 92 96 1-A
364 3/31/99 FG-4.0 2 24.3 95.2 24.6 93 98 1 -A
TEST LOCATION:
358 SANITARY SEWER LINE E AT STATION #10+00
359 SANITARY SEWER LINE E AT STATION #13+00
360 SANITARY SEWER LINE E AT STATION #10+25
361 SANITARY SEWER LINE E AT STATION #13+25
362 SANITARY SEWER LINE E AT STATION #10+50
363 SANITARY SEWER LINE E AT STATION #13+50
364 SANITARY SEWER LINE E AT STATION #10+75
FILL ~ A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /~/'~.j/ . /
NATURAL SUBGRADE B. PERCEN3 COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NO! COMPLY WITH SPECIFICATIONS
CEMENT TREATED D. RETEST
Geotechn/ca/Eng/neefing · Canstructk~ Mater/~ Testing · Envfranmenta/Eng/neerk~ · ~