Creekview P2 L1R BA-LR021017ALPHA TE$ IN( , INC.
2209 Wisconsin St., Suite I00
Do#os, Texos 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
REPORT OF FIELD
COMPACTION TESTS
TESTED FOR TRI-STAR CONSTRUCTION DATE: 10/17/02
LEWISVILLE., TEXAS
PROJECT
SALON ON THE CREEK
COPPELL, TEXAS
OUR REPORT NO.: 02741-6
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 % I=CF
9 10/17/02 FG-2.0 2 14.0 115 14.8 110 96 1-A
10 10/17/02 FG-I.5 - 2 14.0 115 15.3 112 97 1-A
11 10/17/02 FG-I.0 2 14.0 115 14.9 112 97 1-A
12 10/17/02 FG-0.5 2 14.0 115 15.1 112 97 1-A
13 10/17/02 FG 2 14.0 115 14.5 113 98 1-A
TEST LOCATION: BUILDING PAD
9 15' S AND 10' W FROM NE CORNER OF PAD
10 15' S AND 10' W FROM NE CORNER OF PAD
11 10' S AND 15' E FROM NW CORNER OF PAD
12 10' S AND 15' E FROM NW CORNER OF PAD
13 25' W AND 20' S FROM NE CORNER OF PAD
CC: 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 ReJ4~ffully
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
Our test results & reports are for the exclusive use of the Client (and ~ei~ designated r~Ctpienl~ on file in our office) and shall not be reproduced ~buted ~J[~ pt._~..~ ss approval of ALPHA. The use
of our name & test results must receive oclr written approval. Test results & reports apply only to the samples tested anci/or observed, and are not indicative of the qualitms of apparen*Jy identical Or similar sPeCimens.
Geotechnical Engineering /~ Construction Materials Testing /~ Environmental Engineering ~ Consulting