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Home My WebLink About20090902_DQInspector's Daily Report Project Name Date Shift Sheet 1 of 3 day Weather AM PM Inspector IDR Report # No.No. 11 1 Operator with CDB 7 23 2 2 1 1 450J John Deere Dozer 1 2 1 Photos/Videos taken today?x Yes No File: Inspector's Shift Hours From: To:Inspector's Signature Reviewed By Laborer with CTI September 2, 2009 September 2, 2009 Daniel Quehl 7:00 PM TR(9.4.09) Acceptable Date 6:00 AM Date EX 450 Hitachi Excavators Location Structure#/Station Bid Items Inspected Today/Field Note Flaggers sunny, hi 79 low 64 Daniel Quehl 20090902 DQ Laborers with CDB Surveyors with CDB General Foreman with CDB Foreman with CTI Operators with CTI 350P John Deere offroad dump trucks D6 Cat Dozer Dynapac 16 ton vibratory roller IDR Sheet Item Number Material / Item Description Major Equipment on Project CDB Number & Classification EX 270LC Hitachi Excavator with hoepack Subcontractor Number & Classification Plan SheetItem Quanity I-405/I-5 to SR169 Stage 2 - Widening and SR515 Interchange Project cloudy, hi 64 low 55 Traffic Control ReviewedSignsBarricades Inspector's Daily Report Project Number Sheet 2 of 3 Inspector IDR Report # IDR Sheet Daniel Quehl I-405/I-5 to SR169 Stage 2 - Widening and SR515 Interchange Project Inspector's Notes September 2, 2009 Date 20090902 DQ Today' s activities listed for CDB at the Defoor site: Attended the CDB morning meeting. Observation and soil density testing on common borrow placed over SF-55 and SF-20 Geogrid Reinforcing from stations 11+75 to 15+95. Performed Soil density testing at above locations as per T310 using a nuclear density gauge model 3440 and a standard proctor value of 116.9 @ 12.8% optimum moisture. The tests met 95% required compaction on fill and Contractor was informed of test results. See attached Field Density Report for results and locations. This common borrow used was being transported by a conveyor belt from the Rolling Hills south of Thunder Creek. The samples obtained from these nuclear density tests were done per Method 1 SOP 615 and the percent compaction determined per SOP 615 While the Geogrid Reinforcing was being installed from stations 11+75 to 15+95 prior to fill the following was verified: 1. Checked to assure that the proper type of Geogrid reinforcing was being used and was not damaged. 2. Checked to assure the minimum embedment depth was attained according to approved plans&specs 3. Checked that Geogrid was attached together subcontractor using twist ties placing with 1' to2' spacing and overlapping Geogrid 2to6 inches. 4. A total of 52 rolls of SF-55 and 4 rolls of SF-20 Geogrid Reinforcing was layed today. 5. That fill being placed did not exceed 1' subcontractor using a laser to check elevations on each lift. 6. That Geogrid was laying flat and not bundled up prior to fill. Spoke with Kevin Wicklund the foreman with CTI and approximately 3,000 cubic yards of material was placed today. Was visited by Bob Pyle the compliance inspector with WSDOT and discussed the procedures and details concerning the Geogrid Reinforcing and the common borrow material being used for the fill. Ken Viren the WSDOT QV performed Soil Density testing with the Nuclear Density gauge model 3430 and obtained a samples per SOP 615. Observed the two 350P offroad dump trucks driving over the compacted material throughout the day with no deflection or yielding in the material. Observed the cut of the compacted fill at the 2:1 slope and ditchline from stations 10+00 to 11+00. Inspector's Daily Report Project Number Sheet 3 of 3 Inspector IDR Report # Inspector's Notes I-405/I-5 to SR169 Stage 2 - Widening and SR515 Interchange Project September 2, 2009 Daniel Quehl IDR Sheet Date 20090902 DQ Personal used on this Project: 1. Dan Lonsdale-General Foreman with CDB 2. Kevin Wicklund-Foreman with CTI 3.Mark Klinkhammer-Operator with CTI 4.Larry Bumper-Operator with CTI 5.Mark Furnier-Operator with CTI 6.Jay Knudtsen-Operator with CTI 7.Kim Bowen-Operator with CTI 8.Cody Z.-Operator with CTI 9.Chase Webley-Laborer with CDB 10.Solomon-Laborer with CDB 11.Mike Forest-Laborer with CTI 12.Stoney Kuck-Operator with CDB 13. Bill Smith-Operator with CTI 14. Leo Dunn-Laborer with CTI 15. Scott Henderson-Laborer with CTI 16. Josh Taylor-Surveyor with CDB 17. Eric Henderson-Surveyor with CDB Equipment used on this project: 1.Two 350P John Deere offroad dump trucks 2.Two EX450 Hitachi Excavators 3. EX270LC Hitachi Excavator with a Hoepack 4.D6 Cat Dozer 5.Dynapac 16 Ton Vibratory Roller 6.450J John Deere Dozer 7.Water Truck Page ofr3a114 Moisture %:SoilFIELD DENSITY TEST REPORTTan silty sand with trace of oversizeAverage8.7Direct TransmissionDirect TransmissionT09082WSDOT I405,!5 to SR 169Daniel QuehlProject No.:Project:Inspector:21Date: 9/2/2009Specification Compaction and Material :95%-T99Tan silty sand with trace of oversizeTan silty sand with trace of oversizeTan silty sand with trace of oversizeTan silty sand with trace of oversize112.8989897Type and Number of earth moving units:Trackhoe and DozerASTM D 698 (Standard Proctor)ASTM D 1557 (Modified Proctor)11.7Average8.9124.3123.6125.6-60'below finish grdDirect TransmissionDirect TransmissionDirect TransmissionDirect Transmission-60'below finish grdFill over Geogrid reinforcing at station 12+50 40' east of the ditchlineFill over Geogrid reinforcing at station 12+10 50' east of the ditchlineFill over Geogrid reinforcing at station 12+10 50' east of the ditchlineThe correction for the #4 oversize are as follows: Test #1- %, Test #2- %, Test #3- %, Test #4- %. Type and Number of Compaction units:Number of Passes:16 Ton Vibratory Roller3to 4Part-time observationDry Density: 9.4QC Sample:Test No.:Thickness of lift:Contractor AdvisedFull-time observationMethod of Adding Moisture:2- Fire Hoses1 foot Comments:LocationIn our opinion, fill generally meets specifications as indicated by test numbers:Soil Type DescriptionTan silty sand with trace of oversizeTan silty sand with trace of oversizeTan silty sand with trace of oversizeFill over Geogrid reinforcing at station 15+35 30' east of the ditchlineFill over Geogrid reinforcing at station 12+50 40' east of the ditchlineFill over Geogrid reinforcing at station 13+40 35' east of the ditchlineIn our opinion, fill does not meet specifications as indicated by test numbers:Fill test meets compaction specifications497122.6122.512.84aFill over Geogrid reinforcing at station 15+35 30' east of the ditchline-59'below finish grd-59'below finish grd-56'below finish grd-56'below finish grd-58'below finish grd-58'below finish grdTest #11a23a2a3Fill over Geogrid reinforcing at station 13+40 35' east of the ditchline20Tan silty sand with trace of oversizeTan silty sand with trace of oversizeTan silty sand with trace of oversize97Wet Density (PCF)10.811.3Depth or Elevation (feet)Direct TransmissionDirect Transmission116.9MTE Nuclear Gauge No.:Compaction %FieldASTM D 6938Moisture Content %Dry Density (PCF)Backscatter / Direct Transmission9.412.58.5113.6113.4110.7111.2113.5AverageLaboratoryMax Dry Density (PCF)12.8OMC %12.8112.8125.9126.2124.6114.012.812.8116.912.8116.9116.9116.912.812.8116.9979795959597116.9116.920225 Cedar Valley Road, Suite 110 Ph 425.742.9360 Lynnwood, WA 98036 Fax 425.745.1737 10029 S. Tacoma Way, Suite E-2 Ph 253.584.3720 Tacoma, WA 98499 Fax 253.584.3707 7911 NE 33rd Drive, Suite 190 Ph 503.281.7515 Portland, OR 97211 Fax 503.281.7579 MTE 1400-2C, Rev 2, 4/1/08 Page ofrMoisture %:SoilFIELD DENSITY TEST REPORTT09082WSDOT I405,!5 to SR 169Danie QuehlProject No.:Project:Inspector:22Date: 9/2/2009Specification Compaction and Material :95%-T99Type and Number of earth moving units:Trackhoe and DozerASTM D 698 (Standard Proctor)ASTM D 1557 (Modified Proctor) Type and Number of Compaction units:Number of Passes:1- 16 ton vibratory rolle3to 4Part-time observationDry Density:QC Sample:Test No.:Thickness of lift:Contractor AdvisedFull-time observationMethod of Adding Moisture:2- Fire Hoses1 foot Comments:LocationIn our opinion, fill generally meets specifications as indicated by test numbers:Soil Type DescriptionTan silty sand with trace of oversizeIn our opinion, fill does not meet specifications as indicated by test numbers:Fill test meets compaction specificationsTest #420Wet Density (PCF)AverageDepth or Elevation (feet)MTE Nuclear Gauge No.:Compaction %FieldASTM D 6938Moisture Content %Dry Density (PCF)Backscatter / Direct TransmissionLaboratoryMax Dry Density (PCF)OMC %9720225 Cedar Valley Road, Suite 110 Ph 425.742.9360 Lynnwood, WA 98036 Fax 425.745.1737 10029 S. Tacoma Way, Suite E-2 Ph 253.584.3720 Tacoma, WA 98499 Fax 253.584.3707 7911 NE 33rd Drive, Suite 190 Ph 503.281.7515 Portland, OR 97211 Fax 503.281.7579 MTE 1400-2C, Rev 2, 4/1/08 Project #:Date: 9/2/2009 Project :20 Inspector:Test Method: WSDOT FOP for AASHTO T310 123 11+75to15+95 11+75to15+95 11+75to15+95 T09082-21 T09082-21 T09082-21 12+50 12+10 13+40 N/A N/A N/A Common Common Common -59 -56 -58 0 degrees 113.6 110.7 113.5 90 degrees 113.4 111.2 114.0 average 113.5 111.0 113.8 0 degrees 10.8 12.5 8.9 90 degrees 11.7 11.7 9.4 average 11.3 12.1 9.2 15.66 12.97 14.55 0.00 0.00 0.00 15.66 12.97 14.55 0.272 0.371 0.256 0.000 0.000 0.000 0.272 0.371 0.256 1.7 2.9 1.8 98.26 97.14 98.24 116.9 116.9 116.9 97.1 94.9 97.3 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 12.8 Thomas B Robinson Reviewed By: Comments: Test Hole Number Soils Field Density Worksheet for WSDOT Projects (WSDOT SOP 615) Moisture Density Curve # Test Station Station to Station Worksheet used when Maximum Density is determined using WSDOT Method T99 Dan Quehl WSDOT I-405 I5-SR169 Stage 2 MTE Nuclear Gauge #: (1) Mass of Sample (Dry or SSD) + Tare (2) Mass of Tare A Average Moisture Content Reference to Centerline Moisture Content Average Dry Density lb/cu.ft. Gauge Readings Material Type Depth of Material Dry Density lbs/cu.ft. Optimum Moisture Content Corrected = ((6 x 7) + (5 x 8)) / 100 (6) % Passing #4 Sieve = (100 - % Retained) Density and Optimum Moisture Determination WSDOT T99 Percent Compaction (% of maximum) = (Dry Density / Corrected Maximum Density) x 100 Maximum Density (from Maximum Density Curve Table) T09082 (7) Optimum Moisture of Fine Material, passing #4 (from Maximum Density Curve Report) (8) Optimum Moisture of Coarse Material, retained #4 (from Maximum Density Curve Report) (5) % Retained on #4 Sieve (% Oversize) = Mass Retained / Mass of Sample Mass of Sample (Dry or SSD) = (1) - (2) (3) Mass of Retained on #4 Sieve + Tare (4) Mass of Tare B Mass of Material Retained on #4 Sieve = (3) - (4) Gradation Determination Project #:Date: 9/2/2009 Project :20 Inspector:Test Method: WSDOT FOP for AASHTO T310 4 11+75to15+95 T09082-21 15+35 N/A Common -60 0 degrees 112.8 90 degrees 112.8 average 112.8 0 degrees 8.7 90 degrees 8.5 average 8.6 13.75 0.00 13.75 0.341 0.000 0.341 2.5 97.52 116.9 96.5 12.8 12.8 12.8 Thomas B Robinson T09082 (7) Optimum Moisture of Fine Material, passing #4 (from Maximum Density Curve Report) (8) Optimum Moisture of Coarse Material, retained #4 (from Maximum Density Curve Report) (5) % Retained on #4 Sieve (% Oversize) = Mass Retained / Mass of Sample Mass of Sample (Dry or SSD) = (1) - (2) (3) Mass of Retained on #4 Sieve + Tare (4) Mass of Tare B Mass of Material Retained on #4 Sieve = (3) - (4) Gradation Determination Optimum Moisture Content Corrected = ((6 x 7) + (5 x 8)) / 100 (6) % Passing #4 Sieve = (100 - % Retained) Density and Optimum Moisture Determination WSDOT T99 Percent Compaction (% of maximum) = (Dry Density / Corrected Maximum Density) x 100 Maximum Density (from Maximum Density Curve Table) (1) Mass of Sample (Dry or SSD) + Tare (2) Mass of Tare A Average Moisture Content Reference to Centerline Moisture Content Average Dry Density lb/cu.ft. Gauge Readings Material Type Depth of Material Dry Density lbs/cu.ft. Test Hole Number Soils Field Density Worksheet for WSDOT Projects (WSDOT SOP 615) Moisture Density Curve # Test Station Station to Station Worksheet used when Maximum Density is determined using WSDOT Method T99 Dan Quehl WSDOT I-405 I5-SR169 Stage 2 MTE Nuclear Gauge #: Reviewed By: Comments: