HomeMy WebLinkAboutCompaction Test Report 10.12.17NORTHWEST COLORADO CONSULTANTS, INC.
FIELD REPORT
Project: Casto Residence AdditionProject No,: 17-1,A761
Locatlon: Garfield, County Reporl No.: 1
Cllent: Renninger Log Homes
Date:
Tlme:
Mlleage:
Engr.lTech:
10112117
3.0
'115
TT
Work Performed:
As requested, ws visited the project site on today's date and conducted compaction test No.'s 1 through 4 on the
material being placed for structural fill.
The contractor, Renninger Homes, placed and compacted imported Class 6 Aggregate Base Course (ABC) for the
structural fill in the proposed addition. NWCC was advised that approximately 3 feet of structural fill materials had
been placed under the footings and slab areas.
A sample was obtained, sample 1P, for standard Proctor and classification testing.
Remarks:
The materiai testeO ranged between 100 to 101% compaction,
Please refer to the attached sheet for results of today's testing.
Approximately half of the structural fill placement had been compacted at the time of today's site visit.
Verbal Discussions:
Luke Renninger of Renninger Log Homes was present at the time of testing and aclvised of the test results,
NWCC, lnc.Field Density TestspRoJEcr uervle: Casto Residence AdditionTech: T.fPROJECTNUMBER:REPORT NUMBãR:17-107611REQUIREDCOMPACTTON100100100100PERCËNTCoMPACTTON (%)100100100+100+MOISTUREVARIANCE-1.5- l.¿-1.9-'1.6MOISTURECoNTENT {% )5"25.54.85.1IN.PLACË DRYDENSITY (pcf)IJÕ. I137.8140.6138.9DEPTH (ft)FGFGFGFGPROCTORNO.1111LOCATIONSouthwest ComerSoutheast CornerNortheast ComerNorthwest CornerDAÏÊ12-Act1712-Acþ1712-Oct-1712-Oct-17TEST NO.12J4PROCTOR DATASoìl TypeClass 6 ABC-Grant Brothers PitASTMMethodD698RelativeMaximumDensity (pc0RelativeMinimumDensity (pc'f)MoistureSpecification(o/o)OptimumMoistureContent (%)6.7MaximumDry Densíty(pc0138.2ProctorNo-1mments:BSG= BcldsubgÉdeGÉdeSG = SubErêde GradeSBG= SubbâseGmd€BSBG= Be¡flSubbåseGÊde8CC = Basê Cou6e GÉdeBBCG : BelowBase Cousfe GËdeFG = Footing GmdègF6= BelowFÕotingG€deBTOT Below Top ofTrenchgÊG = Bolow Exist¡ng G€deNEC = Nonheôl CorerSÊC- Sor¡thêãsìComorNWC: Norìl¡/vs$ ComerSWC= South€s Cmer
150
Z€ro Alr_Vold.curvos
G,=2.50Gs=2.6æ¡=2,70
144
130
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120
110
100
90
80
0 5 10 15 20
Moisture Content - %
25 30
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Joi¡ Name: Casto Addition (Renninger Log Homes)PROCTOR TEST
RESULTS
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Sarnple Location: lnt¡rort - Grant Brothers Pit, Rifle, CO
Soil Descrlption: CDOT Class 6 Aggregate Base Course Sarnple No.1P
Maxlnruln Dry Density: 138.2 pcf O¡lt. Moisture Content: 6.7 o/o Proceclure: ASTM D098
Liquid Línrlt: NV %Plasticlty lndex: NP Ðate 1011712018
Gravel; 49 olo Santl: 42 To Sllt & Clay {-200): I o/o Jolr No: 17-10761 Tech: JS