HomeMy WebLinkAboutfr_3247_6-6-23_ti DocuSign Envelope ID:60EED590-403C-4F57-8BB6-28073AE4A4BF
CONSTRUCTION Report No.
MATERIALS FIELD REPORT
ENGINEERS, INC. DATE JOB NO.
06/06/23 3247 Page 1 of 3
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
Adrian Combes South Tahoe Public Utility District
CONTRACTOR
SOUTH TAHOE PUBLIC UTILITY DISTRICT Vinciguerra
1275 Meadow Crest Drive WEATHER F-TEMP
South Lake Tahoe, CA 96150 Cloudy/T-Storms 58 °F at 08:00 AM
°F at PM
PRESENT AT SITE:
Casey and Morgan with Vinciguerra
THE FOLLOWING WAS NOTED Jim with Austerman
CME personnel arrived onsite at 8:00am.
Upon arrival drove the site and did not see the saw cutter(had been scheduled for 8:00am) or anybody from the
Vinciguerra crew. The STPUD and Post Office yards were also checked but there was no sign of them there either.
At 8:30am was approached by Casey with Vinciguerra and asked if I had seen the saw cutters because he was
also having trouble locating them.
The Austerman saw cutter arrived at approximately 9:00am and began the north intersection of Meadow Crest and
Chinquapin. The Vinciguerra crew placed traffic signs and cutting was to begin; however, there was a problem with
the saw and a delay of 2 to 2 1/2 hours was expected.
With the delay the Vinciguerra crew repainted the saw cut line on the south side of Meadow Crest placing the
trench in the street instead of the shoulder.
They also continued to move material from the STPUD yard to the Post Office area.
The saw cutter was up running at 1:10pm and began to move south on Meadow Crest. The thickness of the asphalt
started at 5" but was informed that it would be checked often to see if two passes were needed. The cutter was
averaging approximately 240' per hour, he was also cutting in for hydrants on the long side of the water pipe.
FIELD DENSITY SUMMARY
Gauge Info:
Make: Troxier I Model: 3430 Serial No: Date of Calibration: Std Count Density
Method of Measurement: Direct Std Count Moisture
Soils Density Results:
In-Place In-Place Optimum Maximum In-Place Specified
Test Material Description: 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
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Submitted by Tom Ingram