fr_3004_6-27-22DATE JOB NO.3DJHRI
PROJECT
LOCATION
OWNER
CONTRACTOR
WEATHER TEMP
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PRESENT AT SITE
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Reno, Nevada 89511
phone (775) 851-8205
fax (775) 851-8593
FIELD REPORT
THE FOLLOWING WAS NOTED
Report No.
IN HOUSE ROUTE TO: EMAIL:
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Submitted by
CONCRETE FIELD TEST SUMMARY
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06/27/22 3004
STPUD 2022 BOWERS & BIJOU 2/3 WATERLINES -
TASK ORDER NO. 20
South Lake Tahoe, CA
South Tahoe Public Utility District
Vinciguerra Construction
Adrian Combes
SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 Meadow Crest Drive
South Lake Tahoe, CA 96150
Clear/Calm
Vinciguerra crew (9)
acombes@stpud.us
jryan@stpud.us
5
58
78
CME personnel arrived onsite of the Bowers waterline replacement project in South Lake Tahoe. Arrived on
Forest at 8:00am and was informed that they were continuing on Vanda Lee. Excavation began at 3593 and ended
at the intersection with Betty Rae. The crew also began work on Shirley at the intersection with Herbert and ended
at
The Vinciguerra crew (1 operator, Jim and 9 Underground Utility Pipe Fitters, 1 Truck Driver) arrived and began
the excavation on the north side of Vanda Lee. A Cat 314C was used to dig the trench for the new 8” C 900 water
pipe.
The crew placed 6” of aggregate base to be used as bedding with pipe placed on top of it. They then placed
base up to spring line and water jet it to make sure there were no voids under the pipe. 1’ of aggregate base was
then placed over the pipe and compacted by jumping jack whackers. 95% of the maximum dry density is required
on base and testing was performed. The maximum dry density of the base is a 132.6 at 7.2% moisture as provided
by CME on 5-18-22. The results of the testing can be found in this report. The native material that was placed was
also tested using a 119.6 maximum dry density and 11.5% moisture. These numbers were also provided by the
CME laboratory. Results for this testing can also be found in this report. Although the the specifications call for
95% had been informed by Adrian with STPUD that 90% would be satisfactory on the intermediate backfill. A
compaction wheel attached to an excavator was used for compaction efforts.
86’ of DR14 was placed on Vanda Lee and was backfilled along with 2 services, 1 long and 1 short. They were
located at 3593, long and 3601, short. 48’ of DR 14 was also placed on Shirley along with 53’ of DR 18. There was
also a marking error on Shirley for the service at 3572. The main is on the north side of the street and the service
was marked as though it came off the main. The contractor searched for it but had no luck. Larry with STPUD was
called and when he arrived he marked the service line on the south side of the road. The contractor was not happy
as they had spent hours looking for it. 2 services were also run on Shirley, both short. They were located at 3572
Shirley and 1063 Herbert.
The resident at 3601 Vanda Lee (where the service was leaking) did arrive on the weekend and STPUD came
out to turn on the water. The service was run from the new main to his meter and backfilled.
JVL____
08:00 AM
PM17:00
DocuSign Envelope ID: 83EEE3ED-1B1D-4CEA-9128-081B69C4D5A1
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FIELD DENSITY SUMMARY
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06/27/22 3004
STPUD 2022 BOWERS & BIJOU 2/3 WATERLINES -
TASK ORDER NO. 20
South Lake Tahoe, CA
South Tahoe Public Utility District
Vinciguerra Construction
Adrian Combes
SOUTH TAHOE PUBLIC UTILITY DISTRICT
1275 Meadow Crest Drive
South Lake Tahoe, CA 96150
Clear/Calm
acombes@stpud.us
jryan@stpud.us
5
58
78
08:00
17:00
C 900 DR18 53’ (Shirley)
C 900 DR14- 86’ (Vanda Lee) 48’ (Shirley)
Services- 4, 3593, 3601 one long, 1 short on Vanda Lee, and 3572 Shirley, 1063 Herbert both short
Extra Depth-
The Vinciguerra crew consisted of Jim, operator, Art, Thomas, Chris, Dave, Arron, Chris, and Kieth, Colin,
Morgan, Sergio, and Alex underground utility pipe fitters. Casey and Vinciguerra were also onsite. Sergio was not
onsite.
Equipment onsite- 2 Cat 314C excavators, Cat 304E mini excavator, John Deere 210 skip loader, Cat 299D
skid steer, 4 10 wheelers
86’ DR 14 was placed today on Vanda Lee along with 2 services, 1 long and 1 short, 3593 and 3601. 48’ of DR
14 was also placed on Shirley as well as 53’ of DR 18. 2 short services were placed on Shirley also. 1 at 3572
Shirley and 1063 Herbert.
A hydrant valve and hydrant were set on Vanda Lee at the end of the run.
JVL____
Aggregate Base, Native
3593 Vanda Lee
Cinderlite Pit, Trench Spoils
1 3’ BFG
2 1’ BFG
125.6
109.7
5.2 7.2
9.5 11.3
132.6
119.6
95
92
95
90
2
3572 Shirley
Troxler 3430 37748 08/18/21
Direct
2002
6
10
-
-
-
-
-
-
-
- -
-
-
-
-
-
-
-
10
6
Density
721Moisture
DocuSign Envelope ID: 83EEE3ED-1B1D-4CEA-9128-081B69C4D5A1
3+2726
,QLWLDO
DATE JOB NO.3DJHRI
PROJECT
06/27/22 3004 53
STPUD 2022 BOWERS & BIJOU 2/3 WATERLINES -
TASK ORDER NO. 20
Excavation continues on Vanda Lee DR 14 pipe being placed into trench on Vanda Lee
Bedding being placed into trench Mole being run for service at 3593 Vanda Lee
DocuSign Envelope ID: 83EEE3ED-1B1D-4CEA-9128-081B69C4D5A1
3+2726
,QLWLDO
DATE JOB NO.3DJHRI
PROJECT
06/27/22 3004 54
STPUD 2022 BOWERS & BIJOU 2/3 WATERLINES -
TASK ORDER NO. 20
Cutting out storm drain to be replaced Awaiting new section of CMP for placement
Pot hole utilities on Shirley, gas and water service. Gas
was located but water was on same side of the street as
the services
New marks for water service on Shirley
DocuSign Envelope ID: 83EEE3ED-1B1D-4CEA-9128-081B69C4D5A1
3+2726
,QLWLDO
DATE JOB NO.3DJHRI
PROJECT
06/27/22 3004 55
STPUD 2022 BOWERS & BIJOU 2/3 WATERLINES -
TASK ORDER NO. 20
45 degree fittings used on Shirley
Hydrant being set on Vanda Lee
DocuSign Envelope ID: 83EEE3ED-1B1D-4CEA-9128-081B69C4D5A1