Gateway BP(2.5)-LR 981217 Information
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Engineering · ConsuLting · Testing
REPORT OF FIELD COMPACTION TESTS
TESTED FOR:
ALAN GRIMES
ROGERS O'BRIEN CONSTRUCTION
11145 MORRISON LANE
DALLAS, TX 75229
PROJECT:
G & K LAUNDRY PROCESSING
DATE: December 17, 1998
OUR REPORT NO.: 337-80080-58
TESTDATA: (42) FLEX BASE OPT. MOIST. = 11.0%
MAXIMUM COMMENTS'
TEST TEST SOILID LABDRY * WATER WET PERCENT Spec. 95% Min
NO. DEPTH ELEVATION NUMBER DENSITY CONTENT DENSITY DENSITY COMPACTION
1 B/S FINAL 42 124 . 5 14 . 6 136 . 7 119 . 3 95 . 8 3 A
TEST LOCATION: NORTHEAST ENTRYWAY
1 RETEST OF TEST #1 TAKEN ON 12/16/98 __
NOTES:
6. OTHER
* (42) ASTM D1557
TEST INSTRUMENT: TROXLER, 3430, 20950
REMARKS: PSI did not monitor the material placement.
TESTS PERFORMED PER ASTM D2922-96 & ASTM D3017-88(93) *COMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY
DENSITIES SHOWN: Lbs per cubic foot 2. BACKFILL B. PERCENT COMPACTION DOES NOT COMPLY
WATER CONTENT: Percent of dry weight . 3. BASE COURSE WiTH SPECIFICATIONS
PERCEN.T C .O. MPACT O.N BaseD.on m. axi. mu..m Dry 4 SUBBASE C. RETEST OF PREVIOUS TEST
oensky obt.aineo on sample inDicateD Dy 51 SOIL CEMENT D. MOISTURE N EXCESS OF SPECIFICATIONS
soil ID numDer. E. MOISTURE BELOW SPEC FICATIONS
STANDARD COUNT M: D:
ADJUSTMENT DATA M: D:
TECHNICIAN: J. ASTIZ
Respectfully submitted,
Professional Service Industries, Inc.
cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC.
(1) CITY OF COPPELL Attn:GARRETH CAMPBELL
THESE TEST RESULTS APP~ ~LY TO THE SPECIFIC LOCATI~S NOTED ANO ~Y NOT REPRESENT ~Y OTHER LOCATI~S ~ ELEVATI~S.
REPORTS ~Y NOT BE REPR~UCEO, EXCE~ IN F~L, ~THOUT ~I~EN PER~SSI~ BY PR~ESSIOt~AL SE~ INDUSTRIES, INC.
PSI A-100-214)F Professional Service Industries, Inc. · 2556 Gravel Drive · Fort Worth, TX 76118 · Phone 817/284-3783 · Fax 817/284-8942