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fr_3004_7-14-22DATE JOB NO.3DJHRI PROJECT LOCATION OWNER CONTRACTOR WEATHER TEMP ° F at °F at PRESENT AT SITE 6LHUUD0DQRU'ULYH6XLWH Reno, Nevada 89511 phone (775) 851-8205 fax (775) 851-8593 FIELD REPORT THE FOLLOWING WAS NOTED Report No. IN HOUSE ROUTE TO: EMAIL: JAD___ Submitted by CONCRETE FIELD TEST SUMMARY 0L[1R 6SHF6WUHQJWK36, &RQFUHWH *URXW 0RUWDU 2WKHU 7UXFN1R /RFDWLRQ &\OV7DNHQ 6OXPS³ $LU&RQWHQW &RQF7HPS) 07/14/22 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 Sunny Adrian STPUD, Vinciguerra crew (9) acombes@stpud.us jryan@stpud.us Trent Schoppe 4 58 84 Arrived onsite at 7:45 am. Vinciguerra crew setting up to finish hydrant connection on Larch Ave. Also starting excavation on Osgood for new 6” water main. A Cat 314C was used to dig the trench for the new 6” C 900 water pipe on Osgood 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 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. Vinciguerra crew installed a new hydrant at 3604 Osgood and used a 45 elbow to place it 8’ west of original location to avoid driveway and trees per Adrians instruction. Services placed 3604-3608-3611-3615 JVL____ 07:00 AM PM17:00 DocuSign Envelope ID: 94C8A009-F5EF-4F37-B74B-C1DE8D1F79F2 '$7( -2%12 352-(&7 /2&$7,21 2:1(5 &2175$&725 :($7+(5 7(03 ) DW $0 )DW30 35(6(17$76,7( 6LHUUD0DQRU'ULYH6XLWH 5HQR1HYDGD SKRQH ID[ FIELD REPORT 7+()2//2:,1*:$6127(' 5HSRUW1R ,1+286(5287(72 (0$,/ -$'BBB Submitted by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outh 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 Sunny acombes@stpud.us jryan@stpud.us Trent Schoppe 4 58 84 07:00 17:00 C 900 DR18- 177’ C 900 DR14- Services- 3604-3608-3611-3615 Osgood Extra Depth- The Vinciguerra crew consisted of Jim, operator, Art, Thomas, Chris, Dave, Arron, Chris, and Kieth, Colin, Morgan, Sergio, Boone and Alex underground utility pipe fitters. Casey and Austin Vinciguerra were also onsite. Equipment onsite- 2 Cat 314C excavators, Cat 304E mini excavator, Case 570 MXT tractor, Cat 299D skid steer, 3 10 wheelers. JVL____ Aggregate Base, Native 3615 Osgood fail Cinderlite Pit, Trench Spoils 1 3 3’ BFG 2 3’ BFG 120.6 125.0 107.0 4.8 1’ BFG 7.2 3.8 11.2 11.3 7.2 132.6 132.6 119.6 91 95 90 95 90 90 2 3615 Osgood After additional compaction 3615 Osgood Troxler 3430 37748 07/14/21 Direct 2015 6 6 10 - - - - - - - - - - - - - - 10 6 6 Density 720Moisture DocuSign Envelope ID: 94C8A009-F5EF-4F37-B74B-C1DE8D1F79F2 3+2726 ,QLWLDO DATE JOB NO.3DJHRI PROJECT 07/14/22 3004 43 STPUD 2022 BOWERS & BIJOU 2/3 WATERLINES - TASK ORDER NO. 20 setting up for excavation on Osgood Preparing ditch for pipe placement Covering connections by hydrand Finishing hydrant placement on Larch ave DocuSign Envelope ID: 94C8A009-F5EF-4F37-B74B-C1DE8D1F79F2 3+2726 ,QLWLDO DATE JOB NO.3DJHRI PROJECT 07/14/22 3004 44 STPUD 2022 BOWERS & BIJOU 2/3 WATERLINES - TASK ORDER NO. 20 Placing services on osgood Excavation ends at tie in at intersection of Osgood ave and maple ave Water jetting base Compacting native soil DocuSign Envelope ID: 94C8A009-F5EF-4F37-B74B-C1DE8D1F79F2