HomeMy WebLinkAbout20090904-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 8
14
2
1
1 650J 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 4, 2009
September 4, 2009
Daniel Quehl
5:00 PM
TR (9/8/09)
Acceptable
Date
6:00 AM
Date
EX 450 Hitachi Excavators
Location Structure#/Station
Bid Items Inspected Today/Field Note
Flaggers
partly cloudy, hi 76 low 71
Daniel Quehl 20090904 DQ
Laborer 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
partly cloudy, hi 71 low 57
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 4, 2009
Date
20090904 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 50 rolls of SF-55 and 3 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 2,875 cubic yards of material was placed
today.
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 continuation for the cut of the compacted fill at the 2:1 slope and ditchline from stations 10+00 to
11+00.
The CTI subcontractor only placed a total of 2 1' lifts of fill today The 5' hold point was reached by the end of the
day at elevation 181. Bob Pyle the compliance inspector with WSDOT and myself spoke with Kevin Wicklund that
all testing had been attained and it was alright to continue.
The CTI subcontractor stopped work early today to prepare the site for the upcoming rainfall this weekend.
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 4, 2009
Daniel Quehl
IDR Sheet Date
20090904 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.Leo Dunn-Laborer with CTI
10.Rick Larson-Operator with CTI
11.Mike Forest-Laborer with CTI
12.Stoney Kuck-Operator with CDB
13. Bill Smith-Operator/Laborer with CTI
14. Scott Henderson-Laborer with CTI
15. Chase Webley-Laborer 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
6.650J John Deere Dozer
7.Water Truck