_GENERAL DOCUMENTS - C1981017 ‎(317)‎

• Permit No: C1981017
• IBM Index Class Name: GENERAL DOCUMENTS
• Doc Name: Bid Documents ‎(IMP)‎
• Permit Index Doc Type: General Correspondence
• Media Type: D
• Archive: No

JOB NO 4 410 84 DATE 10-24-84
TO Schmueser 4 Associates, Inc. chen and associates, inc. DAILY REPORT NO 7 SHEET 1 OF 1
1512 Grand Ave. , #210 , CONSULTING GEOTECHNICAL ENGINEERS SUBJECT FILL OBSERVATION s TESTING
5080 Rd 154
Glenwood Springs, CO 81601 SOIEt FOUNDATION Glenwood Springs,CO 81601 Mid Continent Sediment Pond
Attn: Larry Schmueser, Jr. ENGINEERING
AP=Above Pipe
LABORATORY FIELD
DEPTH
TEST TEST OR MAXIMUM
LOCATION DRY MOISTURE COMPAC- SOIL TYPE
NO TYPE ELEVATION DRY OMC DENSITY CONTENT TiON
• (frwt) DENSITY Ixl (Pcf) (1`) 141
(Pcf)
Backfill of culvert between ponds, 3' W. Top of Silty clayey
22 of W. "C" Collar, 2' S. of pipe N 1221 115 1177 156 97 Pipe . . . . sandy gravel
23 Backfill of culvert between ponds 10' E. Top of
of W. "C" Collar, 2' N. of pipe N Pipe 122.1 11.5 119.4 14.3 98 it
24 Bac o i culvert between ponds, 51 E. Top of
of E. "C" Collar, 2' N. of pipe N Pipe 122.1 11.5 122.2 12.8 100 "
25 Backfill of culvert between ponds, 10' E. N 2' AP 122.1 11 .5 116.6 14.4 96 "
of W. "C" Collar, centerline pipe
SPECIFICATION COMPACTION & MATERIAL 95% standard Proctor density
X] In our opinion fill generally meets specifications as indicated by
test no(s) 22-25
❑ In our opinion, fill does not meet specifications as Indicated by
Type and number of earth moving units HOe test no(s) and should be removed or reworked
Type and number of compaction units 2 whacker packers ❑ FIII tested meets specifications
Number of passes As req. thickness of lift 811 X7 Contractor advised
Method of adding moisture Natural ❑ Full time observation EX Part time observation
PROGRESS REPORT
This report presents opinions formed as a result of our observation of fill placement We have relied
on the contractor to continue applying the recommended compactive effort and moisture to the fill
during times when our observer is not observing operations Tests are made of the fill only as
believed necessary to calibrate our observer's judgement Test data are not the sole basis for
opinions on whether the fill meets specifications
Tim Laudick Hans Froeschle
OBSERVER APPROVED BY