St Andrews Est-LR040816ALPHA TESTING, INC. .,4 MPACTION TESTS
2209 Wisconsin St., Suite 100
Dallas, Texas 7522¢
972/620-8(Pl 1 - 972/263-4937 CMetTo)
FAX: 972/406-8023
TESTED FOR:
DATE: 08/16/04
CARROLLTON
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-16
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMt~N~c COMMENT*
60 08/16'04 FG-5.0 3 24.0 95.5 25.2 92 ¢ I 1-A
61 08/16104 FG-4.5 3 24,0 95.5 25.9 93 ~)7 1-A
62 08/16/04 FG-4.0 3 24.0 95.5 25.7 92 96 1-A
63 08/16/04 FG-3.5 3 24.0 95.5 25.6 93 9~ 1-A
64 08/16/04 FG-3.0 3 24.0 95.5 24.8 93 91 1-A
65 08/16/04 FG-2.5 3 24.0 95.5 27.0 92 9 1-A
66 08/16104 FG-2.0 3 24.0 95.5 24.5 94 [~, 1-A
TEST LOCATION:
61
62
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ST. ANDREWS LANE AT STATION 3+40
ST. ANDREWS LANE AT STATION 3+40
ST. ANDREWS LANE AT STATION 3+40
ST, ANDREWS LANE AT STATION 3+40
ST. ANDREWS LANE AT STATION 3+40
ST. ANDREWS LANE AT STATION 3+40
ST. ANDREWS LANE AT STATION 3+40
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL * A. IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPL'
2 NATURAL SUBGRADE B PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS
3 LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4 CEMENTTREATED D. RETEST
Our [est results and reports are for the exclusive use of the Client (and their designated recipients on file in our off[ce) amd shall not be reproduoad and/or distributed
ALPHA The use of our name and test results must receive our wntten appreva{ Test resuRs and reports apply only to the samples tested and/or observed, and a
INC
express approva~ of
Geotechnical Engineering / Construction Materials Testing / Environmental Engineering ~' Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 7522~
972/620-8{)11 - 972/263-4{)37 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 08/16/04
PROJECT:
ST. ANDREWSESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-16A
TEST DATA:
NO. DATE NUMBER MOISTURE DRY DENSITY MOISTURE DRY OENS~W PACT COMMENT*
67 08/16/04 FG-I.5 3 24.0 95.5 25.1 93 98 1-A
68 08/16/04 FG-1.0 3 24.0 95.5 25.0 93 97 1-A
69 08/16/04 FG-0.5 3 24.0 95.5 25.7 92 96 1 -A
70 08/16/04 FG 3 24.0 95.5 27.0 91 ~ 95 1-A
TEST LOCATION:
67 DITCH BACKFILL, ST. ANDREWS WAY AT STATION 3+40
68 DITCH BACKFILL, ST. ANDREWS WAY AT STATION 3+40
69 DITCH BACKFILL, ST. ANDREWS WAY AT STATION 3+40
70 DITCH BACKFILL, ST. ANDREWS WAY AT STATION 3+40
1 FiLL A IN PLACE PERCENT MOISTUREAND PERCENT COMPACTION COMPLY WiTH SPECIFICATIO~S ~/ /
2..ATU"~'LS.B~'OE .. PEROENTCO.P^CT.O. OOES NOTCO"PLY W'TH SPEC'F'C^T'O"$ /R.,~ ~?
apparently identical or similar specimens
Geotechn cai Engineering / Construction Materials Testing /: Environmental Engineering /; Consulting