Townhouses-LR010306 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 03/06/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-108A
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
1818 03/06/01 FG-1.0 2 19.0 100.4 20.4 100 100 1-A
1819 03/06/01 FG-1.0 2 19.0 100.4 22.0 99 99 1-A
1820 03/06/01 FG-1.0 2 19.0 100.4 20.9 99 98 1-A
TEST LOCATION:
1818 SANITARY SEWER LATTERAL LINE, 16' E &25'N FROM NW CORNER OF BUILDING PAD#63
1819 SANITARY.SEWER LATTERAL LINE;8' E&20'N"FROM NW CORNER OF BUILDING PAD#62
1820 SANITARY SEWER LATTERAL LINE, 16' E&20' N FROM NW CORNER OF.BUILDING PAD#61
CC: STEVE TOPLETZ,ANDANTE
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS -•-cr -,
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST • PH• NG,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 distri•uted ex •t wit express appr• :I of ALPHA. The use
of our name 8 test results must receive our written approval. Test results 8 reports apply only to the samples tested and/or observed,and are not indicative of the q f,litie of apparently id: tical or similar specimens.
Geotechnicai 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 03/06/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-108
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
1811 03/06/01 FG-2.0 2 19.0 100.4 21.4 99 98 1-A
1812 03/06/01 FG-2.0 2 19.0 100.4 21.4 99 98 1-A
1813 03/06/01 FG-2.0 2 19.0 100.4 21.3 99 98 1-A
1814 03/06/01 FG-2.0 2 19.0 100.4 21.0 99 98 1-A
1815 03/06/01 FG-2.0 2 19.0 100.4 21.0 97 97 1-A
1816 03/06/01 FG-1.0 2 19.0 100.4 20.7 100 100 1-A
1817 _ 03/06/01 FG-1.0 2 19.0 100.4 21.3 99 98 1-A
TEST LOCATION:
1811 SANITARY SEWER LATTERAL LINE, 16`E-&23'NF M,NW,CORNER.OF.BUILDING-PAD:#65.
1812 SANITARY SEWER LATTERAL LINE, 8' E&25' N FROM NW CORNER OFBIJI_LQING PAD#64
1813 SANITARY SEWER LATTERAL.LINE, 1.6'E&.25'N FROM NW CORNER OF BUILDINGPAD,#63..<..
1814 SANITARY SEWER LATTERAL LINE, 8' E&20' N FROM NW CORNER OF BUILDING PAD#62
1815 SANITARY SEWER LATTERAL LINE, 16'E&20'N FROM NW CORNER OF BUILDING PAD#61
1816 SANITARY SEWER LATTERAL LINE, 16' E&25'N FROM NW CORNER OF BUILDING PAD-#65
1817 SANITARY SEWER LATTERAL LINE, 8' E&25' N FROM NW CORNER OF BUILDING PAD#64
CC: STEVE TOPLETZ,ANDANTE
/
1 FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS '
2 NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R:-.-c ' Sub/ .•
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENT TREATED D. RETEST ALPH•/ • G,INC. I
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 distri•uted exc.•t we express appr. :I 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 q lities f apparently id tical or similar specimens.
Geotecnnicai 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 03/06/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-107A
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
1806 03/06/01 FG-3.0 2 19.0 100.4 21.0 100 100 1-A
1807 03/06/01 FG-3.0 2 19.0 100.4 22.5 99 98 1-A
1808 03/06/01 FG-3.0 2 19.0 100.4 22.1 98 98 1-A
1809 03/06/01 FG-3.0 2 19.0 100.4 21.4 99 98 1-A
1810 03/06/01 FG-3.0 2 19.0 100.4 21.1 99 98 1-A
TEST LOCATION:
1806 SANITARY SEWER LATTERAL LINE, 16' E &25'N FROM NW CORNER OF BUILDING PAD#65
1807 SANITARY SEWER LATTERAL LINE, 8' E &25' N FROM NW CORNER OF BUILDING PAD#64
1808 SANITARY SEWER LATTERAL LINE, 16' E &25'N FROM NW CORNER OF BUILDING PAD#63
1809 SANITARY SEWER LATTERAL LINE, 8' E &20' N FROM NW CORNER OF BUILDING PAD#62
1810 SANITARY SEWER LATTERAL LINE, 16' E &20' N FROM NW CORNER OF BUILDING PAD#61
CC: STEVE TOPLETZ,ANDANTE
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS -._pectf y Sub/
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS /
4. CEMENT TREATED D. RETEST • `H• TI. ,
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 dis buted ex pt .r express appr• 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 q alitie-of apparently ide ical 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 el
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
TESTED FOR LEMP DEVELOPMENT DATE 03/06/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-107
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
1799 03/06/01 FG-2.0 2 19.0 100.4 19.9 101 101 1-A
1800 03/06/01 FG-1.0 2 19.0 100.4 21.5 98 97 1-A
1801 03/06/01 FG-4.0 2 19.0 100.4 19.5 101 101 1-A
1802 03/06/01 FG-4.0 2 19.0 100.4 20.1 101 101 1-A
1803 03/06/01 FG-4.0 2 19.0 100.4 22.6 97 96 1-A
1804 03/06/01 FG-4.0 2 19.0 100.4 22.6 97 96 1-A
1805 03/06/01 _ FG-4.0 _ 2 19.0 100.4 21.7 99 98 1-A
TEST LOCATION:
1799 WATER LINE 50' EAST FROM THE 2ND FIRE HYDRANT ALONG CENTER LINE OF TRENCH
1800 WATER LINE 50'WEST FROM THE 2ND FIRE HYDRANT ALONG CENTER LINE OF TRENCH
1801 SANITARY SEWER LATTERAL LINE, 16' E&25'N FROM NW CORNER OF BUILDING PAD#65
1802 SANITARY SEWER LATTERAL LINE, 8' E &25' N FROM NW CORNER OF BUILDING PAD#64
1803 SANITARY SEWER LATTERAL LINE, 16' E &25'N FROM NW CORNER OF BUILDING PAD#63
1804 SANITARY SEWER LATTERAL LINE, 8' E &20' N FROM NW CORNER OF BUILDING PAD#62
• 1805 SANITARY SEWER LATTERAL LINE, 16' E &20' N FROM NW CORNER OF BUILDING PAD#61
CC: STEVE TOPLETZ,ANDANTE
1. FILL •A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS ,
2. NATURAL SUBGRADE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS R•,)••c Sub
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST •LPH• T G,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 distributed ex,-pt ' express approval 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 q alitie of apparently ident or similar specimens.
Geotecnnicai Engineering N Construction Materials Testing /Environmental Engineering N Consulting