HomeMy WebLinkAboutfr_3247_5-22-23_ti DocuSign Envelope ID: 10E6793C-8ACC-43C5-BEE6-FAE2FF1A6E31
CONSTRUCTION Report No.
MATERIALS FIELD REPORT
ENGINEERS, INC. DATE JOB NO.
05/22/23 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
Clear/Calm 50 °F at 08:00 AM
South Lake Tahoe, CA 96150 -F at PM
PRESENT AT SITE:
Wayne w/Vinciguerra Trevor w/STPUD
THE FOLLOWING WAS NOTED
CME personnel arrived on site at 8:00am.
Met with Trevor w/STPUD and Wayne w/Vinciguerra on Meadow Crest Drive to look at USA markings and to
discuss Wayne's problem with them and to look at how we could continue to move forward One of Wayne's
contentions was that the service marks did not run to the shut offs but to the meters, after he was told all of them
had been hooked up and the current followed. That did not appear o have happened as some of the lids did not
appear to have been opened for some time. We also looked t Hank Monk along with Snowshoe Thompson where
the same issue was noted.
It was also discussed to have the Vinciguerra crew perform pot hole operations where it was deemed
necessary to avoid trouble down the line. This was agreed to by both Trevor and Wayne.
A couple of pot hole locations were laid out as we walked the project. These locations were at tie ins on
Meadow Crest Drive and Chinquapin Drive, both north and south ends along with the intersection of Genoa Ave
and Chinquapin Drive. They are to ensure what is being tied into and where if they angle out of the valves.
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) (%) (%) (PCF) (%) (Min.%)
*FG=Finish Grade/SG=Subgrade/RG=Rough Grade/OG=Original Grade/FTG=Footing Grade/BC=Base Course/Prefix B=Below I
IN LT
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Submitted by Tom Ingram