HomeMy WebLinkAbout20090903_TIBInspector's Daily Report
Project Name Date Shift
Sheet 1 of 2 day
Weather
AM PM
Inspector IDR Report #
No.
1 Foreman
2
2
1
1
1
1
Photos/Videos taken today?Yes x No File:
Inspector's Shift Hours
From:
To:Inspector's Signature
Reviewed By
September 3, 2009
September 3, 2009
Tim Bergstrom
1:00pm
Yesno
Acceptable
Date
6:30am
Date
Hitachi EX300 Excavator
Location Structure#/Station
Cat 962H Dozer
Bid Items Inspected Today/Field Note
Flaggers
Tim Bergstrom 20090903 TB
Operators
Laborers
Superintendent
Cat CS-683-E Roller
Johnston 650 Water Truck
Hitachi 270LC Pac Hoe
IDR Sheet
Item Number Material / Item Description
Major Equipment on Project
CDB Number & Classification
Cat DN9 Dozer
Cat D5GXL Dozer
Subcontractor Number & Classification
Plan SheetItem Quanity
I-405/I-5 to SR169 Stage 2 - Widening
and SR515 Interchange Project
Partly Cloudy, low 57 F high 68 F
Traffic Control
Yes
Reviewed
yes
Signs Barricades
no
Inspector's Daily Report
Project Number
Sheet 2 of 2
Inspector IDR Report #
IDR Sheet
Tim Bergstrom
I-405/I-5 to SR169 Stage 2 - Widening
and SR515 Interchange Project
Inspector's Notes
September 3, 2009
Date
20090903 TB
T09082 Todays activities:
Lab work was done including feild density test gradations and data entry, processing and distribution of test results from
WSDOT Mats lab, and a density test was taken at the bulb out area between Talbot Rd and Benson Road during the AM
hours.
TImothy I. Bergstrom,
Mayes Testing Engineers, Inc.
tbergstrom@mayestesting.com
253-223-5360
Page ofr**"121.0122.0LaboratoryMax Dry Density (PCF)12.8OMC %"111.2111.9MTE Nuclear Gauge No.:Compaction %FieldASTM D 6938Moisture Content %Dry Density (PCF)Backscatter / Direct Transmission*95.4Wet Density (PCF)8.89.0Depth or Elevation (feet)Direct Transmission"116.2E15Test #11a-25'below grade"In our opinion, fill does not meet specifications as indicated by test numbers:Fill test meets compaction specificationsLocationIn our opinion, fill generally meets specifications as indicated by test numbers:Soil Type DescriptionTan Silty Sand with Trace Oversize " " "Bulb Out Area Talbot NB Ramp Sta 53+00 Thickness of lift:Contractor AdvisedFull-time observationMethod of Adding Moisture:firehose1 footComments: *See Attached density Work SheetType and Number of Compaction units:Number of Passes:16 Ton Vibratory Roller3to4Part-time observationDry Density:QC Sample:Test No.: " " "Type and Number of earth moving units:Trackhoe and DozerASTM D 698 (Standard Proctor)ASTM D 1557 (Modified Proctor)Specification Compaction and Material :95%-T9911Date: 9/3/2009T09082WSDOT I405, I5 to SR169T. BergstromProject No.:Project:Inspector:Moisture %:SoilFIELD DENSITY TEST REPORT20225 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: 9/3/2009
Project :15
Inspector:Test Method: WSDOT FOP for AASHTO T310
1
N/A
T09082-21
53+00
N/A
Common
-25
0 degrees 111.2
90 degrees 111.9
average 111.6
0 degrees 8.8
90 degrees 9.0
average 8.9
13.98
0.00
13.98
0.267
0.000
0.267
1.91
98.09
116.9
95.4
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
Tim Bergstrom
WSDOT I 405 I-5 to SR 169 Stage 2 MTE Nuclear Gauge #:
Reviewed By:
Comments: