Test 2020-02-19-1-1 (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 Date2/19/2020 Sample Unique Key1
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 testing2/19/2020
Sample typeQuality Assurance A brief description of the sampleSkid testing raw data
The quantity of what the sample constitutes1 From where was the sample collectedJob Site
First name of sampler or witnessed byskidmore sampler Last name of sampler or witnessed byskidmore last name
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameskidmore fabricator Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeSkid Test Type of SurfaceNew Construction
Date Surface placed01/19/2020 Bridge NumberBr_No_99999
Bridge NameSkidmore Name Bridge Length250 ft
Number of Lanes4
Test Details
DIME Sample ID: 2020-02-19-1
DIME Test ID: 2020-02-19-1-1
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: 2020-02-27
Test Results

Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: John OMara
Date of test: 02/19/2020
Air Temperature: 50 F
Tire Pressure: 26 psi
Equipment PST #: 1000-7
Is Calibration within ± values: Yes
Direction/Lane #: SB: Southbound Direction of Travel
Weather: Sunny
Edge used to measure position: Beginning of Bridge
Reference Distance 1: 100 ft ft
Reference Distance 2: 103 ft ft
Reference Distance 3: 106 ft ft
Remarks and Date Surfacing Placed: no data
Percent Grade for 1st Stationing: 1.0 %
Percent Grade for 2nd Stationing: 1.0 %
Percent Grade for 3rd Stationing: 1.0 %
Direction and Lane # for Stationing 1: SB Lane
Direction and Lane # for Stationing 2: SB Lane
Direction and Lane # for Stationing 3: SB Lane
Position for Stationing 1: 17 ft
Position for Stationing 2: 17 ft
Position for Stationing 3: 17 ft
Measured Coefficients of Friction for Stationing 1: 0.42
Measured Coefficients of Friction for Stationing 2: 0.41
Measured Coefficients of Friction for Stationing 3: 0.41
Corrected Coefficients of Friction for Stationing 1: 0.43
Corrected Coefficients of Friction for Stationing 2: 0.42
Corrected Coefficients of Friction for Stationing 3: 0.42
Average Coefficient of Friction: 0.42
General comments (publicly viewable) (Max 250 characters):

Test was verified on 02/27/2020