Townhouses-LR011109 REPOR . OF FIELD
X 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 LEMP DEVELOPMENT DATE 11/09/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-182
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
2209 11/09/01 FG-7.0 3 21.6 98.8 24.9 97 98 1-A
2210 11/09/01 FG-6.0 3 21.6 98.8 24.3 98 99 1-A
2211 11/09/01 FG-5.0 3 21.6 98.8 23.7 97 98 1-A
2212 11/09/01 FG-4.0 3 21.6 98.8 23.3 95 96 1-A
2213 11/09/01 FG-3.0 3 21.6 98.8 24.7 95 96 1-A
2214 11/09/01 FG-2.0 3 21.6 98.8 22.6 96 97 1-A
2215 11/09/01 FG-1.0 3 21.6 98.8 23.6 95 96 1-A
TEST LOCATION:
2209 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#0+50
2210 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#0+50
2211 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#0+50
2212 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#0+50
2213 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#0+50
2214 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#0+50
2215 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#0+50
CC: STEVE TOPLTEZ,ANDANTE - GARRETH CAMPBELL, CITY OF COPPELL /
1. FILL *A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS /2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respe. 111 .. ///3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS II/�
4. CEMENT TREATED D. RETEST A.' ♦ STING,INC.
Our test results&reports are for the exclusive use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or diatribut_,except with express approval of ALPHA. The use
of our name&test results must receive our written approval. Test results&reports apply only to the samples tested and/or observed,and are not indicative of the qualities of apparently identical or similar specimens.
Geotechnical Engineering M Construction Materials Testing 1 Environmental Engineering /Consulting
REPOR'■ OF FIELD
1ik- 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 LEMP DEVELOPMENT DATE 11/09/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-182A
COPPELL, TEXAS
TEST DATA:
t
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
2216 11/09/01 FG 3 21.6 98.8 23.5 96 97 1-A
2217 11/09/01 FG-6.0 3 21.6 98.8 22.8 95 96 1-A
2218 11/09/01 FG-5.0 3 21.6 98.8 24.6 94 95 1-A
2219 11/09/01 FG-4.0 3 21.6 98.8 22.4 97 98 1-A
2220 11/09/01 FG-3.0 3 21.6 98.8 23.7 95 96 1-A
2221 11/09/01 FG-2.0 3 21.6 98.8 24.2 97 98 1-A
2222 11/09/01 FG-1.0 3 21.6 98.8 23.1 94 96 1-A
TEST LOCATION:
2216 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#0+50
2217 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#2+50
2218 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#2+50
2219 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#2+50
2220 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#2+50
2221 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#2+50 •
2222 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#2+50
CC: STEVE TOPLTEZ,ANDANTE - GARRETH CAMPBELL, CITY OF COPPELL
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respe� y itted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST AL' raSTI G,INC.
i
Our test results&reports are for the exclusive use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or distributed exc with express approval of ALPHA. The use
of our name&test results must receive our written approval. Test results&reports apply only to the samples tested and/or observed,and are not indicative of the qualities of apparently identical or similar specimens.
Geotechnical Engineering • Construction Materials Testing • Environmental Engineering • Consulting
REPORT OF FIELD
/ ,. COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St,Suite 1W
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 11/09/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-182B
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
2223 11/09/01 FG 3 21.6 98.8 22.0 97 98 1-A
2224 11/09/01 FG-3.0 3 21.6 98.8 23.8 94 95 1-A
2225 11/09/01 FG-2.0 3 21.6 98.8 23.6 98 99 1-A
2226 11/09/01 FG-1.0 3 21.6 98.8 22.8 94 95 1-A
2227 11/09/01 FG 3 21.6 98.8 23.5 95 97 1-A
2228 11/09/01 FG-3.0 3 21.6 98.8 23.4 96 97 1-A
2229 11/09/01 FG-2.0 3 21.6 98.8 23.6 95 96 1-A
TEST LOCATION:
2223 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#2+50
2224 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#4+50
2225 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#4+50
2226 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#4+50
2227 BACKFILL ON TOP OF BOX CULVERT ON LINE A AT STATION#4+50
2228 BACKFILL ON NORTH SIDE OF BOX CULVERT LINE A AT STATION#2+00
r/7
2229 _BACKFILL ON NORTH SIDE OF BOX CULVERT LINE A AT STATION#2+00
CC: STEVE TOPLTEZ,ANDANTE - GARRETH CAMPBELL, CITY OF COPPELL
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respec ;140 ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ill
4. CEMENT TREATED D. RETEST ALP -TI ',INC.
Our test results&reports are for the exclusive use of the Client(and they designated recipients on file in our office)and shall not be reproduced and/or distributed except with express approval of ALPHA. The use
ofFour name 8 test results must receive our written approval. Test results&reports apply only to the samples tested and/or observed,and are not Indicative of the qualities of apparently identical or similar specimens.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I 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 LEMP DEVELOPMENT DATE 11/09/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-182C
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
2230 11/09/01 FG-1.0 3 21.6 98.8 22.5 95 96 1-A
2231 11/09/01 FG 3 21.6 98.8 23.2 97 98 1-A
2232 11/09/01 FG-4.0 3 21.6 98.8 23.3 95 96 1-A
2233 11/09/01 FG-3.0 3 21.6 98.8 22.3 98 100 1-A
2234 11/09/01 FG-2.0 3 21.6 98.8 22.1 96 98 1-A
2235 11/09/01 FG-1.0 3 21.6 98.8 23.8 94 95 1-A
2236 11/09/01 FG _ 3 21.6 98.8 23.9 95 96 1-A
TEST LOCATION:
2230 BACKFILL ON NORTH SIDE OF BOX CULVERT LINE A AT STATION#2+00
2231 BACKFILL ON NORTH SIDE OF BOX CULVERT LINE A AT STATION#2+00
2232 BACKFILL ON SOUTH SIDE OF BOX CULVERT LINE A AT STATION#4+00
2233 BACKFILL ON SOUTH SIDE OF BOX CULVERT LINE A AT STATION#4+00
2234 BACKFILL ON SOUTH SIDE OF BOX CULVERT LINE A AT STATION#4+00
2235 BACKFILL ON SOUTH SIDE OF BOX CULVERT LINE A AT STATION#4+00
2236 BACKFILL ON SOUTH SIDE OF BOX CULVERT LINE A AT STATION#4+00
CC: STEVE TOPLTEZ,ANDANTE - GARRETH CAMPBELL, CITY OF COPPELL
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS Respectf I S • '+.
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS ,, r i
4. CEMENT TREATED D. RETEST ALPH• E NG,INC.
Our test results 8 reports are for the exclusive use of the Client(and their designated recipients on file in our office)and shall not be reproduced and/or distributed e • pt with express approval of ALPHA The use
of our name&test results must receive our written approval. Test results&reports apply only to the samples tested and/or observed,and are not indicative of the qualities of apparently identical or similar specimens.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulting