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Home My WebLink About20091019_DQInspector's Daily Report Project Name Date Shift Sheet 1 of 3 day Weather AM PM Inspector IDR Report # No. No. 12 2 Foreman with CDB 1 65 1 11 12 1 D6 Cat Dozer 1 11 11 11 11 11 1 1 1 1 Photos/Videos taken today?x Yes No File: Inspector's Shift Hours From: To:Inspector's Signature 11.0 hrs Reviewed By Laborers with Terra Dynamics 10/19/009 October 19, 2009 Daniel Quehl 5:00 PM TR (10.19.09) Acceptable Date 6:00 AM Date EX450 Hitachi excavator Location Structure#/Station 650J John Deere Dozer(idle today) 962H Cat Bucket loader (with forks) 580L Case Backhoe(idle today) Bid Items Inspected Today/Field Note Flaggers cloudy, hi 57 low 54 Daniel Quehl 20091019 DQ Water truck(for dispensing hydroseeding) Operators with CDB Laborer with CDB General Foreman with CDB Operators with Terra Dynamics Foreman with Terra Dynamics 385CL Cat Excavator(idle today) CS 683E vibratory roller Dynapac Vibratory roller(idle today) 350P John Deere offroad dump truck(idle today) 345C Cat excavator 16H Cat Grader IDR Sheet Item Number Material / Item Description CDB Number & Classification HM 300 offroad dump truck D9 Cat Dozer D5 Cat Dozer(idle today) LC450 Hitachi Excavator(idle today) D6 Cat Dozer(idle today) Subcontractor Number & Classification 312C Cat excavator(idle today) TC-9 Komatsu small dump crawler(idle today) Plan SheetItem Quanity EX450 Hitachi excavators I-405/I-5 to SR169 Stage 2 - Widening and SR515 Interchange Project cloudy, hi 61 low 54 Traffic Control ReviewedSigns Barricades 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 October 19, 2009 Date 20091019 DQ Today' s activities listed for CDB at the Defoor site: Attended the CDB morning activity meeting. CTI continued to load up the sections of the conveyor belt onto trucks to transport off the site. Terra Dynamics placed the coconut unwoven matting along the 1.5:1 and 2:1 slopes from stations 10+00 to 15+95 and elevations 208 to 236. There was approximately 1,700 square yards of matting layed using 9 rolls. Personal present at the Defoor site: 1.Dan Lonsdale-General foreman with CDB 2. John Hartly-Foreman with Terra Dynamics 3. Margarito Zuniga-Laborer with Terra Dynamics 4. Antonio Morales-Laborer with Terra Dynamics 5. Paul Julian-Laborer with Terra Dynamics 6.Herman Garrido-Laborer with Terra Dynamics 7.Manuel Garrido-Laborer with Terra Dynamics Equipment used on the Defoor site: 1.350P John Deere offroad dump truck(idle today) 2.Two EX450 Hitachi excavators 3. EX270LC Hitachi excavator with Hoepack (idle today) 4.D6 Cat dozer(idle today) 5.Dynapac 16 ton vibratory roller (idle today) 6.650J John Deere dozer (idle today) 7.312C Cat Excavator (idle today) 8.TC-9 Komatsu small dump crawler(idle today) Today's activities listed for CDB at the Talbot Northbound On Ramp: Performed observation and soil density testing on the cut to subgrade elevation and the placement of 11/4 CSBC material along the on ramp all from stations 57+50 to 60+00 and stations 1220+00 to 1224+25. There was a total of 1,417.2 tons of 1 1/4 CSBC placed today. Performed soil density testing at above locations per T310 and SOP 615 (Method 1) using a Troxler nuclear density gauge model 3440. The moisture density relationship values of 121.5 with a 10.8% optimum moisture was used per Mayes Testing lab number T-09082-10, and 141.1 with a 4.0% optimum moisture was used per Mayes Testing lab number T-09082-3. The tests met the 95% required compaction. The contractor was informed of test results. See attached Field Density Reports and Density Work Sheets for results and locations. Performed observation for the hydroseeding of the 1.5:1 slope along the east side of the Talbot on ramp by Terra Dynamics. A total of a hundred 50 pound bags of Ecofibre mulch,seven 50 pound bags of seed, and twenty five 50 pound bags of fertilizer were used today. Performed observation throughout the day for the cut of existing subgrade for Pier #2 footing. 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 October 19, 2009 Daniel Quehl IDR Sheet Date 20091019 DQ Personal present at the Talbot on ramp: 1.Don Webb-Laborer with CDB 2.Art Parton-Operator with CDB 3.Larry Williams-Operator with CDB 4.Tom Kelly-Operator with CDB 5.Allan Osborne-Operator with CDB 6.Wade Smith-Operator with CDB 7.Jeremiah Perez-Foreman with CDB 8. Brain Zimmerman-Foreman with CDB 9. Dean Aardra-Operator with CDB 10. Nate Lane-Operator with Terra Dynamics 11. Todd Brandon-Operator with Terra Dynamics Equipment used on the Talbot on ramp: 1.EX450 Hitachi Excavator 2.345C Cat Excavator 3.D6 Cat Dozer 4.16H Cat Grader 5.CS 683E Vibratory Roller 6.HM 300 Komatsu offroad Dump Truck 7.D9 Cat Dozer 8. D5 Cat Dozer(idle today) 9. 385CL Cat Excavator(idle today) 10.PC200 Komatsu Excavator(idle today) 11.580L Case Backhoe(idle today) 12. LC450 Hitachi Excavator(idle today) 13. Water truck(for dispensing hydroseeding) Page of**130*121.5 *10.8 119.6Top of SubgradeDepth or Elevation (feet)Top of SubgradeBackscatter / Direct TransmissionDirect TransmissionDirect TransmissionLaboratoryMax Dry Density (PCF)128.7OMC %FieldMoisture Content %Dry Density (PCF)Average8.8Compaction %Test #11a20*121.5MTE Nuclear Gauge No.:Wet Density (PCF)*10.88.7118.3Fill test meets compaction specificationsIn our opinion, fill does not meet specifications as indicated by test numbers:Type and Number of earth moving units:ASTM D 1557 (Modified Proctor)ASTM D 698 (Standard Proctor)Type and Number of Compaction units:LocationIn our opinion, fill generally meets specifications as indicated by test numbers:Soil Type DescriptionBrown Sand with SiltBrown Sand with SiltBrown Sand with SiltNorthbound Talbot on ramp 10' west of east side of road at station 1223+75Contractor AdvisedFull-time observationMethod of Adding Moisture:No moisture added*See Attached Density Work Sheet for test # 1Vibratory roller3to4Part-time observationQC Sample:Test No.: 8.80Comments:1aNumber of Passes:Specification Compaction and Material :95%-T99 Northbound Talbot on ramp 10' west of east side of road at station 1223+7521Date: 10/19/009T09082WSDOT I405,I5 to SR169Project No.:Moisture %:98118.3Dry Density:SoilFIELD DENSITY TEST REPORTProject:Inspector: Daniel QuehlASTM D 6938Dozer and Grader20225 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 of**145.2*141.1 *4.0 138Top of CSBCDepth or Elevation (feet)Top of CSBCBackscatter / Direct TransmissionDirect TransmissionDirect TransmissionLaboratoryMax Dry Density (PCF)143.9OMC %FieldMoisture Content %Dry Density (PCF)Average4.9Compaction %Test #11a20*141.1MTE Nuclear Gauge No.:Wet Density (PCF)*4.05.2137.2Fill test meets compaction specificationsIn our opinion, fill does not meet specifications as indicated by test numbers:Type and Number of earth moving units:ASTM D 1557 (Modified Proctor)ASTM D 698 (Standard Proctor)Type and Number of Compaction units:LocationIn our opinion, fill generally meets specifications as indicated by test numbers:Soil Type Description1 1/4 CSBC1 1/4 CSBC1 1/4 CSBCNorthbound Talbot on ramp right lane 13' west of slope at station 58+00Contractor AdvisedFull-time observationMethod of Adding Moisture:no moisture added*See Attached Density Work Sheet for test # 1Vibratory roller3to4Part-time observationQC Sample:Test No.: 5.24inchesComments:1aNumber of Passes:Specification Compaction and Material :95%-T606Northbound Talbot on ramp right lane 13' west of slope at station 58+0022Date: 10/19/009T09082WSDOT I405,I5 to SR169Project No.:Moisture %:98138Dry Density:SoilFIELD DENSITY TEST REPORTProject:Inspector: Daniel QuehlASTM D 6938Dozer and Grader20225 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: 10/19/2009 Project :20 Inspector: Test Method: WSDOT FOP for AASHTO T310 123 1220+00to1225+00 T-09082-10 1223+75 N/A Common Top of Subgrade 0 degrees 118.3 90 degrees 119.6 average 119.0 0 degrees 8.8 90 degrees 8.7 average 8.8 11.38 0.00 11.38 0.81 0.00 0.81 7 92.90 121.5 97.9 10.8 10.8 10.8 Thomas B Robinson Reviewed By: Comments: 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 Daniel Quehl WSDOT I405,I5 to SR169 MTE Nuclear Gauge #: Material Type Depth of Material Dry Density lbs/cu.ft. Test Hole Number 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) (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) (1) Mass of Sample (Dry or SSD) + Tare (2) Mass of Tare A T-09082 Gradation Determination Average Moisture Content Reference to Centerline Moisture Content Average Dry Density lb/cu.ft. Gauge Readings (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) Project #:Date: 10/19/2009 Project :20 Inspector: Test Method: WSDOT FOP for AASHTO T310 123 57+50to61+00 T-09082-3 58+00 N/A 1 1/4 CSBC Top of CSBC 0 degrees 137.2 90 degrees 138.9 average 138.05 0 #VALUE! 0 degrees 4.9 90 degrees 5.2 average 5.1 0.0 #VALUE! 13.502 0 13.502 0 #VALUE! 8.015 0 8.015 0 #VALUE! 59 #DIV/0! #VALUE! 41 #DIV/0! #VALUE! 141.1 98 #DIV/0! #VALUE! 4 4 4.0 #DIV/0! #VALUE! Thomas B Robinson 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 T606 Daniel Quehl WSDOT I405,I5 to SR169 MTE Nuclear Gauge #: Material Type Depth of Material Dry Density lbs/cu.ft. Reviewed By: Comments: Optimum Moisture Content Corrected = ((6 x 7) + (5 x 8)) / 100 (6) % Passing #4 Sieve = (100 - % Retained) Density and Optimum Moisture Determination WSDOT T606 Percent Compaction (% of maximum) = (Dry Density / Corrected Maximum Density) x 100 Maximum Density (from Maximum Density Curve Table) (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) (1) Mass of Sample (Dry or SSD) + Tare (2) Mass of Tare A T-09082 Gradation Determination Average Moisture Content Reference to Centerline Moisture Content Average Dry Density lb/cu.ft. Gauge Readings (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)