HomeMy WebLinkAbout3247_field_report 6-1-23 CONSTRUCTION Repoli No.
MATERIALS FIELD REPORT
ENGINEERS, INC. DATE JOB NO.
06/01/23 3247 Page 1 of 2
300 Sierra Manor Drive,Suite 1 PROJECT
Reno, Nevada 89511 STPUD 2023 INSPECTIONS&TESTING SERVICES-
phone(775)851-8205 TASK ORDER NO.21
fax(775)851-8593 LOCATION
South Lake Tahoe,CA
OWNER
South Tahoe Public Utility District
Adrian Combes CONTRACTOR
SOUTH TAHOE PUBLIC UTILITY DISTRICT Vinciguerra
1275 Meadow Crest Drive WEATHER TEMP
49 *F at 08:00 AM
Clear/Calm
South Lake Tahoe, CA 96150 `F at PM
PRESENT AT SITE:
Morgan
THE FOLLOWING WAS NOTED
CME personnel arrived onsite at 8:00am.
Upon arrival was informed that the vac truck was down and there was a possibility that another was on the way.
In the meantime a crew member was working in the yard and shuttling material to the fenced area by the post
office.
While material was being moved more meters were looked for off the list that had been provided by the district.
Fuel arrived and members of the crew returned to Hank Monk to continue pot hole at the valve in front of 2741
Hank Monk(61"top pipe). They also performed pot holing operations at 1495 Horace Greeley(48"top pipe, 3' into
AC). One was also dug at the east intersection of Hank Monk and Horace Greeley(51-40", it's coming up at an
angle).
Saw cut lines were also placed on Snowshoe Thompson and Horace Greeley. Pot hole locations were also
placed on Ormsby.
FIELD DENSITY SUMMARY
Gauge Info:
Make: Troxler I Model: 3430 Serial No: Date of Calibration: Std Count Density
Method of Measurement:Direct Std Count Moisture
Soils Density Results:
Material Description: In-Place In-Place Optimum Maximum In-Place Specified
Test Elevation Test Dry Moisture Moisture Dry Relative Relative
No. Depth Density Content Content Density Compaction Compaction
Material Source: (in.) (PCF) I%) (%) (PCF) (%) (Min.%)
*FG=Finish Grade/SG=Subgrade/RG=Rough Grade/OG=Original Grade/FTG=Footing Grade/BC=Base Course/Prefix B=Below
IN HOUSE ROUTE TO: EMAIL:
JVL
Submitted by Tom Ingram