St Andrews Est-LR040727ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallas, Texas 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 07/27/04
PROJECT:
ST. ANDREWSESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-13
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
47 07/27/04 FG-6.0 4 13.5 114.5 14.8 116 101 I~A
48 07/27/04 FG-5.5 4 13,5 114.5 14,5 114 100 1-A
49 07/27/04 FG-5.0 4 13.5 114.5 14.4 115 101 1-A
50 07/27/04 FG-4.5 4 13.5 114.5 15.2 110 96 1-A
51 07/27/04 FG-,4.0 4 13.5 114.5 13,6 113 98 1-A
52 07/27/04 FG-3.5 4 13,5 114.5 15.5 114 99 1-A
53 07/27/04 FG-3.0 4 13.5 114.5 15.9 111 97 1-A
TEST LOCATION: PAVING
47 ST. ANDREWS LANE AT PAVING STATION 7+00
48 ST. ANDREWS LANE AT PAVING STATION 7+00
49 ST. ANDREWS LANE AT PAVING STATION 7+00
50 ST. ANDREWS LANE AT PAVING STATION 7+00
51 ST. ANDREWS LANE AT PAVING STATION 7+00
52 ST. ANDREWS LANE AT PAVING STATION 7+00
53 ST. ANDREWS LANE AT PAVING STATION 7+00/ ,~/~,,
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
1 FILL
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 test results end reports are for the exclusive use of the Client (and their designated recipients on file ir1 our office) and shall net be ~eproduced arid/el
ALPHA The use of our name and test results must receive our written approvaJ Test resutts and re
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATION:
INC
: with express approval of
are no~ indicative of the qualities of
Geotechnical Engineering /','~ Construction Materials Testing /," Environmental Engineering ~ Consulting
ALPHA TESTING, INC.
2209WisconsinSt.,$ulte100
Dallas, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR:
ST. ANDREWS LAND COMPANY
CARROLLTON, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 07/27/04
PROJECT:
ST. ANDREWS ESTATES
COPPELL, TEXAS
OUR REPORT NO.: 04219-13A
TEST DATA:
TEST ~ ELEV. SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO. DATEDEPT~.,,~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
% PCF % PCF
54 07/27/04 FG-2.5 4 13.5 114,5 15.7 114 99 1-A
55 07/27/04 FG-2.0 4 13.5 114.5 15.2 111 97 1-A
56 07/27/04 FG-1.5 4 13.5 114.5 14.9 110 96 1-A
57 07/27/04 FG-I.0 4 13.5 114.5 14.6 113 98 1-A
58 07/27/04 FG-0.5 4 13.5 114.5 15.0 114 100 1-A
59 07/27/04 FG 4 13.5 114.5 14.3 115 101 1-A
TEST LOCATION: PAVING
54 ST. ANDREWS LANE AT PAVING STATION 7+00
55 ST. ANDREWS LANE AT PAVING STATION 7+00
56 ST. ANDREWS LANE AT PAVING STATION 7+00
57 ST. ANDREWS LANE AT PAVING STATION 7+00
58 ST. ANDREWS LANE AT PAVING STATION 7+00
59 ST. ANDREWS LANE AT PAVING STATION 7+00 ~"~
//
CC: HENNESSEY ENGINEERING; CITY OF COPPELL
· A IN PLACE PERCENT MOISTURE AND PERCENT COMPACTION COMPLY WITH SPECIFICATIONS
1 FILL
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 tesl resurts and reports are for the exclusive use of the Client (and their designated recipients on file in our office} and shall not be reproduced
ALPHA The use of our name and test results must receive our written approval Test results and reports apply only
apparently identical or similac specimens
Geotechnical Engineering /: Construction Materials Testing Environmental Engineering /~ Consulting