Townhouses-LR010426 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 04/26/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-124
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
1998 04/26/01 FG-0.7 2 19.0 100.4 21.3 97 97 1-A
1999 04/26/01 FG-0.8 2 19.0 100.4 21.9 99 98 1-A
2000 04/26/01 FG-0.3 2 19.0 100.4 22.1 100 99 1-A
2001 04/26/01 FG-0.9 2 19.0 100.4 21.6 98 97 1-A •
2002 04/26/01 FG-0.4 2 19.0 100.4 21.0 97 97 1-A
2003 04/26/01 FG-0.6 2 19.0 100.4 23.8 98 97 1-A
2004 04/26/01 FG-0.6 4 20.1 101.9 21.5 101 99 1-A
TEST LOCATION:
1998 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 38
1999 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 39
2000 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 39
2001 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 40
2002 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 40
2003 12' N AND 50' E FROM SW CORNER OF BLOCK A, PAD 41
2004 50' N AND 12'W FROM SE CORNER OF BLOCK A, PAD 43
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 .'es.-, ully S ilet' ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST / AL•,�pt • ING,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 dist .uted e ept w' express appr. al 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 qualiti• of apparently identical or similar specimens.
Geotechnical Engineering / Construction Materials Testing /Environmental Engineering/Consulting
REPORT OF FIELD
Nik 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 04/26/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-124A
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
2005 04/26/01 FG-0.8 2 19.0 100.4 22.4 98 97 1-A
2006 04/26/01 FG-0.3 2 19.0 100.4 22.1 100 99 1-A
2007 04/26/01 FG-0.7 2 19.0 100.4 21.3 101 100 1-A
2008 04/26/01 FG-0.7 1 22.5 99.5 24.2 98 98 1-A
2009 04/26/01 FG-0.7 1 22.5 99.5 25.7 95 95 1-A
2010 04/26/01 FG-0.7 1 22.5 99.5 25.8 97 97 1-A
2011 04/26/01 FG-0.4 1 22.5 99.5 26.4 94 95 1-A
TEST LOCATION: BUILDING PAD
2005 50' N AND 12'W FROM SE CORNER OF BLOCK A, PAD 44
2006 50' N AND 12'W FROM SE CORNER OF BLOCK A, PAD 44
2007 50' N AND 12'W FROM SE CORNER OF BLOCK A, PAD 45
2008 50' N AND 12'W FROM SE CORNER OF BLOCK A, PAD 47
2009 50' N AND 12'W FROM SE CORNER OF BLOCK A, PAD 48
2010 50' N AND 12'W FROM SE CORNER OF BLOCK A, PAD 50
2011 50' N AND 12'W FROM SE CORNER OF BLOCK A, PAD 51
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 ,-
i pe..'Ily Su ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST - P , S 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 distri• ted exc'.t wit express appr al 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 .litie-of apparently identical or similar specimens.
Geotechnical Engineering 1 Construction Materials Testing /Environmental Engineering /Consulting
REPORT OF FIELD
lk 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 04/26/01
DALLAS, TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-124B
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
2012 04/26/01 FG-0.9 1 22.5 99.5 24.6 98 98 1-A
2013 04/26/01 FG-0.4 1 22.5 99.5 25.3 97 97 1-A
2014 04/26/01 FG-0.6 1 22.5 99.5 25.6 96 96 1-A
2015 04/26/01 FG-0.6 1 22.5 99.5 24.9 98 98 1-A
2016 04/26/01 FG-0.6 1 22.5 99.5 22.8 99 99 1-A
2017 04/26/01 FG-0.7 1 22.5 99.5 24.6 96 96 1-A
2018 04/26/01 FG-0.3 1 22.5 99.5 24.2 98 98 1-A
TEST LOCATION: BUILDING PAD
2012 50' N AND 12'W FROM SE CORNER OF BLOCK A, PAD 52
2013 50' N AND 12'W FROM SE CORNER OF BLOCK A, PAD 52
2014 50' N AND 12'W FROM SE CORNER OF BLOCK A, PAD 54
2015 50' S AND 12' E FROM NW CORNER OF BLOCK B, PAD 9
2016 50' S AND 12' E FROM NW CORNER OF BLOCK B, PAD 10
2017 50' S AND 12' E FROM NW CORNER OF BLOCK B, PAD 11
2018 50' S AND 12' E FROM NW CORNER OF BLOCK B, PAD 12
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 j- p ully S , 'tted
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST ALP, ' ING,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' ted ex 'pt wi express appro 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 id: tical or similar specimens.
Geotechnical Engineering I Construction Materials Testing I Environmental Engineering I Consulting
REPORT OF FIELD
Nk COMPACTION TESTS
ALPHA TESTING, INC.
2209 Wisconsin St.,Suite 100
Dallas,Texas 75229
972/620-8911 - 972/263-4937(Metro)
FAX: 972/406-8023
I
TESTED FOR LEMP DEVELOPMENT DATE 04/26/01
DALLAS,TEXAS
PROJECT COPPELL TOWNHOMES OUR REPORT NO. 00430-124C
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
2019 04/26/01 FG-0.4 2 19.0 100.4 21.7 100 100 1-A
2020 04/26/01 FG-0.7 1 22.5 99.5 23.5 100 100 1-A
2021 04/26/01 FG-0.3 1 22.5 99.5 23.0 99 100 1-A
2022 04/26/01 FG-0.3 1 22.5 99.5 25.1 96 97 1-A
2023 04/26/01 FG-0.8 1 22.5 99.5 26.0 95 95 1-A
2024 04/26/01 FG-0.3 1 22.5 99.5 23.5 97 97 1-A
2025 04/26/01 FG-0.5 1 22.5 99.5 23.1 97 97 1-A
TEST LOCATION: BUILDING PAD
2019 50' S AND 12' E FROM NW CORNER OF BLOCK B, PAD 13
2020 50' S AND 12' E FROM NW CORNER OF BLOCK B, PAD 14
2021 50' S AND 12' E FROM NW CORNER OF BLOCK B, PAD 15
2022 50' S AND 12' E FROM NW CORNER OF BLOCK B, PAD 16
2023 12' S AND 50'W FROM NE CORNER OF BLOCK B, PAD 17
2024 12' S AND 50'W FROM NE CORNER OF BLOCK B, PAD 17
2025 12' S AND 50' W FROM NE CORNER OF BLOCK B, PAD 18
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 7.-spe'fully Su ed
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST •LP, • N ,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. ted exc:.t wit express approv 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 =litie of apparently ide ical or similar specimens.
Geotechnical Engineering / Construction Materials Testing 1 Environmental Engineering N Consulting