Summary for Test 2026-04-23-5-2

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1001218
DEA: 010M9604
EFIS: 0123000106
DIST-CO-RTE-PM01-MEN-101,271-Var
Award Date06/23/2025
Closeout DateNot set
Work DescriptionPOLYESTER CONCRETE OVERLAY, HMA, & COLD PLANE AC PAVEMENT.
Location DescriptionMENDOCINO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 05/05/2025)

Sample Information

Sample Taken Date04/23/2026 Sample Unique Key5
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing04/23/2026
Sample typeAcceptance A brief description of the sampleSkid Testing Request
The quantity of what the sample constitutesTrial Slab and Multiple Lanes From where was the sample collectedJob Site
First name of sampler or witnessed byRobert Last name of sampler or witnessed byLorenz
Title of sampler Telephone number of sampler7074978576
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKwitbond Polymers Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier10-0204L
Structure nameMoore Street UC Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedBehind K-Rail/Barrier DIST-CO-RTE01-MEN-101
Direction of TravelSouth Post Mile
Lanes to be TestedLane #1,Lane #2 Station30.43

Test Details

DIME Sample ID: 2026-04-23-5
DIME Test ID: 2026-04-23-5-2
Testing Lab: CT HQ - FFS - Skid Testing
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Test Release Date: 2026-06-23

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 06/19/2026
Air Temperature: 56
Tire Pressure: 25
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: Beginning of Bridge
Edge used to measure position: Left of Right Lane Line
Reference Distance 1: 33
Reference Distance 2: 36
Reference Distance 3: 39
Direction and Lane # for Stationing 1: no data
Direction and Lane # for Stationing 2: no data
Direction and Lane # for Stationing 3: no data
Position for Stationing 1: 9
Position for Stationing 2: 9
Position for Stationing 3: 9
Percent Grade for 1st Stationing: -1.0
Percent Grade for 2nd Stationing: -1.0
Percent Grade for 3rd Stationing: -1.0
Corrected Coefficients of Friction for Stationing 1: 0.40
Corrected Coefficients of Friction for Stationing 2: 0.41
Corrected Coefficients of Friction for Stationing 3: 0.40
Average Coefficient of Friction: 0.40
General comments (publicly viewable) (Max 1000 characters): Blue Lake UC

Test was verified on 6/23/2026