Hollows-LR 990219 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 2/19/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-7B
COPPELL, TEXAS
TEST DATA:
TEST '~ ELEV. SOIL ID O~'IMUM MAXIMUM LAB IN PLACE tN I:~..ACE PERCENT
NO. DATE DEPTH~ NUMBER MOI~I'URE DRY OENSrTY MOISTURE DRY DENSI'I'Y COMPACTION COMMENT*
% PCF % PCF
49 2/19/99 SG I 26.8 92 28.6 90 98 2-A
TEST LOCATION:
49 BLOCK A, PAD 61
1 FILL ~'A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WTTI-I SPECIFICATIONS
3.LIME ~FA~ILrZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RETEST
Geotechnical Engineering · Construction Materials Testing · Environmentol Engineering · Consutfing
REPORT OF FIELD
COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAIls': 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 2/19~99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128.4
COPPELL, TEXAS
TEST DATA:
TEST '~. ELEV. SOIL ID oP'nMUM MAXIMUM !,.~B IN PLACE IN PLACE PERCENT
NO. DATE DEPT'~ NUMBER MOISTURE DRY DENsrrY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
1 2/19/99 SG 2 23.5 95 24.2 91 96 1-A
2 2/19/99 SG 2 23.5 95 24.1 91 95 1-A
3 2/19/99 FG-3.0 2 23.5 95 24.8 91 95 1 -A
4 2/19~99 FG-3.0 2 23.5 95 25.4 91 95 1 -A
5 2/19/99 FG-2.0 2 23.5 95 23.7 92 97 1-A
6 2/19/99 FG-2.0 2 23.5 95 24.9 92 96 1-A
7 2/19/99 SG 2 23.5 95 25.2 91 96 1-A
TEST LOCATION:
1 PAVING - SARA DRIVE AT STATION M:)+'60
2 PAVING - SARA DRIVE AT STATION #1+50 ,
3 PAVING-- SARA DRIVE AT STATION #0+60
4 PAVING - SARA DRIVE AT STATION #1+25
5 PAVING - SARA DRIVE AT STATION #1+00
6 PAVING - SARA DRIVE AT STATION fK)+60
7 PAVING - CRESTVlEVV DRIVE AT STATION #5+00
*' A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ~(~ U1~13~~
I FILL
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS ~U#y ,,~
3 MME STAI~ILIZED C PERCENT IN PLACE MOI~"URE DOES NOT COMPLY WTI'H SPECIFICATIONS
4 CEMENT TREATED D RETEST ~~~'~
~-~otechnicol Engineering · C~ IVIoterioJs Testing · Environmenlol Engineedng · Consulting
REPORT OF FIELD
ALPHA rESTtNO, tNC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
· · I I
TESTED FOR N L W DEVELOPMENT GROUP DATE 2/19/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-4A
COPPELL, TEXAS
TEST DATA:
TEST '~. ELEV. SOIL ID OJ:~'FIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~',,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPAC'T1ON COMMENT*
% PCF % PCF
8 2/19/99 SG 2 23.5 95 26.3 91 95 1 -A
9 2/19/99 SG 2 23.5 95 24.5 92 97 1 -A
10 2/19/99 SG 2 23.5 95 25.6 91 96 1-A
11 2/19./99 SG 2 23.5 95 25.1 91 95 1 -A
12 2/19/99 SG 2 23.5 95 25.5 91 96 1-A
13 2/19/99 SG 2 23.5 95 23.5 93 97 1 -A
14 2/19/99 SG 2 23.5 95 24.4 92 96 1-A
TEST LOCATION:
8 ALLEY #6 AT STATION #19+50
9 PAVING - HOLLOW RIDGE PLACE AT STATION #2+50
10 PAVING - HIDDEN HOLLOW COURT AT STATION #3+50
11 PAVING - HIDDEN HOLLOW COURT AT STATION #7+50 '
12 ALLEY #5 AT STATION f~,+00
13 ALLEY ~5 AT STATION #6+00
14 ALLEY #5 AT STATION #9+00
1. FILL * A. IN PLA. CE PERCENT MO~-~TURE AND PERCENT COMPACTION COMPLY' WITH SPECIFICATIONS ~lly S ~'~
2. NATURAL St. JBGRADE B. PERCENT COMPACTION DOES NOT COMPI. Y ~ SPECIFICAI'IONS
3. LIME STABILIZED C PERCENT IN PLACE_ MOIS~ OOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D RE-rEST ~ AL~I~NG(~.
Geotechnical Engineering · Cons#uc~ MaterioJs Testing · Environmental Engineering · Co~sufllng
REPORT OF FIELD
ALPHA TESTtNG, tNC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dollas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/40~-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 2/19/99
DALLAS, TEXAS
PROJECT HOLLOVVS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99126-4B
COPPELL, TEXAS
TEST DATA:
TEST "~ ELEV. SOIL ID Om'~MUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPT~,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENS~'Y COMPACTION COMMENT*
15 2/19/99 SG 2 23.5 95 24.1 92 97 1-A
16 2/19/99 SG 2 23.5 95 25.5 91 95 1-A
17 2/19/99 SG 2 23.5 95 25.0 91 95 1-A
18 2/19/99 SG 2 23.5 95 25.6 91 95 1-A
19 2/19/99 SG 2 23.5 95 26.4 90 95 1-A
20 2/19/99 SG 2 23.5 95 24.8 91 96 1-A
21 2119/99 SG 2 23.5 95 25.2 91 96 1-A
TEST LOCATION:
15 ALLEY ~ AT STATION #12+00
16 ALLEY #1 AT STATION #1+00
17 ALLEY #1 AT STATION #3+00
18 ALLEY #1 AT STATION #14+00
19 ALLEY #1 AT STATION #17+00
20 ALLEY #1 AT STATION #20+00
21 ALLEY#2 AT STATION #1+00
1 FILL '* A IN PLACE PERCENT MCNS"FURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUI~GRAD~ B PERCENT COMPAC'rlON DOES NOT COMPLY WTTH SPECIFICATIONS ~~]~ 'lY~~.,~'~
3 LIME STABILIZED C.PERCENT IN PLACE MOISTURE DOES NOT COMPLY WTTH $1ar=clFICA~$
4 C~MENTTREATED D RE'rEST ~ ALP.I..r~IN,~, I~C.
Geotechnical Engineering · Construction Materials Testing · En~ronmental Engineering · Consuffing
REPORT OF FIELD
ALPHA TESTtNG, tNC. COMPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 7522~
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR N L W DEVELOPMENT GROUP DATE 2/19199
DALLAS, TEXAS
PROJECT HOLLOWS I~l NORTHLAKE WOODLAND OUR REPORT NO. 99128-7
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 DENSrT'Y COMP~,CTK~N COMMENT*
% PCF % PCF
35 2/19/99 SG I 26.8 92 28.9 90 98 2-A
36 2/19/99 SG I 26.8 92 27.8 91 99 2-A
37 2/19/99 SG I 26.8 92 28.3 90 98 2-A
38 2/19/99 SG I 26.8 92 26.9 92 100 2-A
39 2/19/99 SG I 26.8 92 27.0 91 99 2-A
40 2/19/99 SG I 26.8 92 29.6 89 97 2-A
41 2/19/99 SG I 26.8 92 29.2 90 98 2-A
TEST LOCATION:
35 BLOCKA, PAD5
36 BLOCK A, PAD 7
37 BLOCKA, PAD9
38 BLOCK A, PAD 11
39 .BLOCK A, PAD 13
40 BLOCK A, PAD 15
41 BLOCK A, PAD 17
· ~ FILL '* A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFtCATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WTTH SPECIFICA"f~:)NS
3. LIME STABIMZED C PERCENT IN PLACE MO[SI'LIRE DOES NOT COMPLY VVITH SPECIFICATIONS
4 CEMENT'tREATED D RETEST
Geotechnical Engineering · ConsfTuctian Materials Testing · Environmental Engineering · Consulting
REPORT OF FIELD
LPHA 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 2/19/99
DALLAS, TEXAS
PROJECT HOLLOWS ~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-7A
COPPELL, TEXAS
TEST DATA:
TEST '~,~ ELEV. BOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE DEPTH'~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
42 2/19/99 SG 1 26.8 92 27.2 89 96 2-A
43 2/19/99 SG I 26.8 92 29.0 90 98 2-A
44 2/19/99 SG I 26.8 92 27.1 92 100 2-A
45 2/1 9/99 SG I 26.8 92 28.4 90 98 2-A
46 2/19/99 SG I 26.8 92 26.9 91 98 2-A
47 2/19~99 SG I 26.8 92 29.6 89 96 2-A
48 2/19/99 SG I 26.8 92 29.6 88 95 2-A
TEST LOCATION:
42 BLOCK A, PAD 19
43 BLOCK A, PAD 21
44 BLOCKB, PAD 1
45 BLOCKB, PAD3
46 BLOCKB, PAD 5
47 BLOCKB, PAD7
48 BLOCKB, PAD9
~ FILL * ^. ~. ~=~.~C~ P~C~.T UO~TU.E ^.o PE~ENT COmP^ChoN COMFY
2 NATURAL SUBGRADE B PERCENT COMPACTION OOES NOT COMPLY VVI'I'H SPECII=ICA'rlONS
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY W~TH SPECIFICATIONS
4 CEMENT TREATED D. RETES'r k,,. ALPI, fA...T, ESTI ,1~__.~.
Geotechnicol Engineering · Constructk~ Materiols Testing · Environmental Engineering · Consutting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite ~00 DAILY FIELD REPORT
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR: N L W DEVELOPMENT GROUP DATE: 2./19/99
DALLAS, TEXAS
PROJECT: HOLLOW (~} NORTHLAKE WOODLAND OUR REPORT NO: 99128-5
COPPELL, TEXAS
TECHNICIAN: J.B.
WEATHER: CLEAR TEMPERATURE RANGE: 40 TO 60
THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT SITE TO MONITOR ON-GOING
WORK AND PERFORM FIELD TESTING AS REQUESTED.
WHILE ON SITE THE TECHNICIAN OBTAINED 1 SOIL SAMPLE FOR LABORATORY PROCTOR ANALYSIS. THE
SAMPLE WASI~OBTAINED FROM THE FOLLOWING LOCATION:
STREET CUT (NG-2') TAN CLAY
A TOTAL OF 13 FIELD DENSITY TESTS WERE PERFORMED ON FILL FOR PADS. SEE ATTACHED REPORT FOR
RESULTS OF FIELD COMPACTION TESTING.
LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A
SEPARATE REPORT.
THE SITE REPRESENTATIVE WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS.
AT THE COMPLETION OF THE SCHEDULED TESTING THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · 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 2/19/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-5A
COPPELL, TEXAS
TEST DATA:
TEST ~ ELEV. SOIL ID Om3MUM MAXIMUM LAB IN PLACE IN F~ACE PERCENT
NO. DATE DEPT~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY OENSn~ COMPACnON COMMENT*
96 PCF % PCF
22 2/19/99 SG I 26.8 92 27.9 91 99 2-A
23 2/19/99 SG I 26.8 92 28.8 91 98 2-A
24 2/19/99 SG 1 26.8 92 28.6 90 98 2-A
25 2/19/99 SG 1 26.8 92 26.9 90 98 2-A
26 2/19/99 SG I 26.8 92 28.8 90 98 2-A
27 2/19/99 SG I 26.8 92 27.2 91 99 2-A
28 2/19/99 SG I 26.8 92 27.0 91 98 2-A
TEST LOCATION:
22 BLOCK A, PAD 23
23 BLOCK A, PAD 25
24 'BLOCK A, PAD 27
25 BLOCK A, PAD 29
26 BLOCK A, PAD 31
27 BLOCK A, PAD 33
28 BLOCK A, PAD 35
1.FILL ~A.IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2 NATURAL SUI~GRAOE B PERCENT COMPACTION DOES NOT COMPLY WtTH SPECIFICATIONS ~#y Sub~
3 LIME STAI~LIZED C PERCENT IN Pr. ACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D RETEST ~C.
Geotechnical Engineering · Construction Materials Testing · Environmental Engineering · Car~u~
REPORT OF FIELD
ALPHA TESTING, INC. COMPACTION TESTS
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 2/19/99
DALLAS, TEXAS
PROJECT HOLLOWS (~ NORTHLAKE WOODLAND OUR REPORT NO. 99128-5B
COPPELL, TEXAS
TEST DATA:
TEST SOIL ID Om'~UM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSFPf COMPA~ COMMENT*
% PCF % PCF
29 2/19/99 SG 1 26.8 92 26.8 90 98 2-A
30 2/19/99 SG 1 26.8 92 29.1 88 96 2-A
31 2/19199 SG I 26.8 92 27.9 91 99 2-A
32 2/19199 SG I 26.8 92 28.4 91 99 2-A
33 2/19~99 SG 1 26.8 92 27.1 91 99 2-A
34 2/19~99 SG I 26.8 92 26.8 92 100 2-A
TEST LOCATION:
29 BLOCK A, PAD 37
30 BLOCK A, PAD 39
31 BLOCKA, PAD 41
32 BLOCK A, PAD 43
33 BLOCK A, PAD 45
34 BLOCK A, PAD 47
FILL * A. IN Pt. ACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICA'~3NS
LIME STAB~.LTED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
CEMENT TREATED D. RETEST ~~C.
Geotechnical Engineering · CansfTuc~ Matedais Tes#ng · Envfronmental Engineering · Car~Jl#ng