Test 2020-08-03-34-1 (CTM 342-August 2012) Summary

Project Information
Project IdentifiersProject ID: 99999
DEA: 0322222
DIST-CO-RTE-PM03-SAC,OMG-888,99,80-0.6-0.6
Work DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location DescriptionTHIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Sample Information
Sample Taken Date8/3/2020 Sample Unique Key34
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing8/3/2020
Sample typeQuality Assurance A brief description of the samplefastrack
The quantity of what the sample constitutes1 bridge all lanes both directions From where was the sample collectedJob Site
First name of sampler or witnessed byRobert Last name of sampler or witnessed byMedina
Title of samplerTET Laboratory sample identificationSkid Testing Unit
The fabricator/manufacturer/facility nameContractor Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier06-0035
Structure nameREDDING OH BRIDGE
Material Information
Material TypeSkid Test Type of Surfacefastrack
Date Surface placed07/30/2020 Bridge Number06 0035
Bridge NameREDDING OH BRIDGE Bridge Length228
Number of Lanes1 lane each direction
Test Details
DIME Sample ID: 2020-08-03-34
DIME Test ID: 2020-08-03-34-1
Testing Lab: CT HQ - Sacramento Structural Materials Testing Laboratory
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Test Release Date: 2020-08-10
Test Results

Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: John OMara
Date of test: 08/03/2020
Air Temperature: 90
Tire Pressure: 26
Equipment PST #: 1000-7
Is Calibration within ± values: Yes
Direction/Lane #: WB: Westbound Direction of Travel
Weather: Clear Night
Edge used to measure position: Measured left of sidewalk curb
Reference Distance 1: 11 ft
Reference Distance 2: 11 ft
Reference Distance 3: 11 ft
Remarks and Date Surfacing Placed: no data
Percent Grade for 1st Stationing: 3.0
Percent Grade for 2nd Stationing: 3.0
Percent Grade for 3rd Stationing: 3.0
Direction and Lane # for Stationing 1: WB Lane 2
Direction and Lane # for Stationing 2: WB Lane 2
Direction and Lane # for Stationing 3: WB Lane 2
Position for Stationing 1: 115
Position for Stationing 2: 118
Position for Stationing 3: 121
Measured Coefficients of Friction for Stationing 1: 0.35
Measured Coefficients of Friction for Stationing 2: 0.37
Measured Coefficients of Friction for Stationing 3: 0.35
Corrected Coefficients of Friction for Stationing 1: 0.38
Corrected Coefficients of Friction for Stationing 2: 0.41
Corrected Coefficients of Friction for Stationing 3: 0.38
Average Coefficient of Friction: 0.39
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/10/2020