Summary for Test 2025-05-27-2-3

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 993868
DEA: 050C7324
EFIS: 0512000228
DIST-CO-RTE-PM05-SCR-1-13.4/14.9
Award Date10/14/2022
Closeout DateNot set
Work DescriptionCONSTRUCT PEDESTRIAN OVERCROSSING AND AUXILIARY LANE.
Location DescriptionSANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM 0.2 MILE SOUTH OF 41ST AVENUE OVERCROSSING TO 0.2 MILE NORTH OF SOQUEL DRIVE OVERCROSSING
QA Service Level1 (Verified on 06/17/2022)

Sample Information

Sample Taken Date05/27/2025 Sample Unique Key2
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 testing05/27/2025
Sample typeAcceptance A brief description of the sampleSkid Testing Request
The quantity of what the sample constitutesMultiple Lanes From where was the sample collectedJob Site
First name of sampler or witnessed byGabriella Last name of sampler or witnessed byGiordano
Title of sampler Telephone number of sampler8057483183
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameEnnis-Flint and Swarco Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypeMethacrylate Resin
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE05-SCr-001
Direction of Travel Post Mile
Lanes to be TestedShoulder Station

Test Details

DIME Sample ID: 2025-05-27-2
DIME Test ID: 2025-05-27-2-3
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: 2025-05-30

Test Results


Pavement or Bridge Deck?: Pavement
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 05/30/2025
Air Temperature: 76
Tire Pressure: 24
Equipment PST #: 10007/1008
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN PROJECT
Edge used to measure position: LEFT OF ROAD EDGE
Project Stationing 1: 10+00
Project Stationing 2: 10+30
Project Stationing 3: 10+50
Project Stationing 4: 10+70 ft
Project Stationing 5: 10+90 ft
Direction and Lane # for Stationing 1: no data
Direction and Lane # for Stationing 2: no data
Direction and Lane # for Stationing 3: no data
Direction and Lane # for Stationing 4: no data
Direction and Lane # for Stationing 5: no data
Position for Stationing 1: 5
Position for Stationing 2: 5
Position for Stationing 3: 5
Position for Stationing 4: 5 ft
Position for Stationing 5: 5 ft
Percent Grade for 1st Stationing: 0.0
Percent Grade for 2nd Stationing: 0.0
Percent Grade for 3rd Stationing: 0.0
Percent Grade for 4th Stationing: 0.0 %
Percent Grade for 5th Stationing: 0.0 %
Corrected Coefficients of Friction for Stationing 1: 0.36
Corrected Coefficients of Friction for Stationing 2: 0.34
Corrected Coefficients of Friction for Stationing 3: 0.34
Corrected Coefficients of Friction for Stationing 4: 0.36
Corrected Coefficients of Friction for Stationing 5: 0.35
Average Coefficient of Friction: 0.35
General comments (publicly viewable) (Max 1000 characters): SB1 41ST GORGE

Test was verified on 5/30/2025