Creekview P2 L1R BA-LR021003ALPHA TESTING. INC.
2209 Wisconsin St., Suite I00
Dallas, Texas 75229
972/620-8911 - 972/263~4937 (Metro)
FAX: 972/406-8023
TESTED FOR
TRI-STAR CONSTRUCTION
LEWISVILLE., TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 10/03/02
PROJECT
SALON ON THE CREEK
COPPELL, TEXAS
OUR REPORT NO.: 02741-1
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
I 10/03/02 SG 1 18.5 104.5 21.7 101 97 2-A
2 10/03/02 SG 1 18.5 104.5 22.5 100 96 2-A
3 10/03/02 SG 1 18.5 104.5 20.6 106 101 2-A
4 10/03/02 SG 1 18.5 104.5 18.9 108 103 2-A
TEST LOCATION:
1 10' N AND 10' W FROM SW CORNER OF BUILDING PAD
2 15' S AND 20' W FROM NW CORNER OF BUILDING PAD
3 10' N AND 10' E FROM SE CORNER OF BUILDING PAD
4 15' S AND 20' E FROM NE CORNER OF BUILDING 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 Resp~lly Subm~t~l/~j
3. LIME STABILIZED C. PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICATIONS
4. CEMENT TREATED D. RETEST
O~r test results & reports are for the exc~ualve use of the Client (and their designated recipients on file in our office) and shall not be reproduced and/or di~ express approval of ALPH.~ The use
of our name & test results must receive Our wntten approval. Test results & reports apply only to the samples tested and/or obsen~ed, and are not indicative of the qualities of apparently identical or similar specimens.
Geotechnical Engineering /~ Construction Materials Testing /~ Environmental Engineering /~ Consulting
ALPHA TESTING, INC.
2209 Wisconsin St., Suite 100
Dallos, Tex~s 75229
972/620-8911 - 972/263-4937 (Metro)
FAX: 972/406-8023
TESTED FOR
TRI-STAR CONSTRUCTION
LEWlSVILLE., TEXAS
PROJECT
SALON ON THE CREEK
COPPELL, TEXAS
REPORT OF FIELD
COMPACTION TESTS
DATE: 10/03102
OUR REPORT NO.: 02741-2
TEST DATA:
TEST ~ ELEV.I SOIL ID OPTIMUM MAXIMUM LAB IN PLACE IN PLACE PERCENT
NO, DATEDEPTH~ NUMBER MOISTURE DRY DENSITY MOISTURE DRY DENSITY COMPACTION COMMENT*
5 10103102 FG 2 14.0 115 14.7 112 97 1-A
6 10103102 FG 2 14.0 115 15.2 112 98 1 -A
7 10/03/02 FG 2 14.0 115 15.5 111 97 1-A
8 10/03~02 FG 2 14.0 115 16.1 111 96 1 -A
TEST LOCATION:
5 10' N AND 10' W FROM SE CORNER OF BUILDING PAD
6 10' S AND 10' W FROM NE CORNER OF BUILDING PAD
7 15' N AND 15' E FROM SW CORNER OF BUILDING PAD
8 15' S AND t5' E FROM NW CORNER OF BUILDING 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 Res.~.~lly
3 LIME STAB,LIZED C PERCENT IN PLACE MOISTURE DOES NOT COMPLY WITH SPECIFICAT,ONS
4 CEMENT TREATED D RETEST ~ ALPHA~E~.T.L~
, ~~s ao-~oroval of ALPHA Th ....
Geotechmcal Engineering · Construction Matenals Testing · Environmental Engineering · Consulting