Summary for Test 2025-10-27-4-4

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 215741
DEA: 01366004
EFIS: 0100000127
DIST-CO-RTE-PM01-HUM-101-80.0/84.0
Award Date12/29/2022
Closeout DateNot set
Work DescriptionIndianola Cutoff UC
Location DescriptionHUMBOLDT COUNTY NEAR EUREKA FROM EUREKA SLOUGH BRIDGE TO BAYSIDE CUTOFF
QA Service Level1 (Verified on 05/17/2021)

Sample Information

Sample Taken Date10/27/2025 Sample Unique Key4
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 testing10/27/2025
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 byLaura Last name of sampler or witnessed byCangas
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDees Burke Engineering Contractors Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier12-04-0314
Structure nameIndianola Cutoff UC Bid Item3862302

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedBehind K-Rail/Barrier DIST-CO-RTE
Direction of Travel Post Mile82.67
Lanes to be Tested Station

Test Details

DIME Sample ID: 2025-10-27-4
DIME Test ID: 2025-10-27-4-4
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: 2025-12-12

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 12/10/2025
Air Temperature: 58 F
Tire Pressure: 25 psi
Equipment PST #: 0835
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: NB: Northbound 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: 82.677 ft
Reference Distance 2: 82.677 ft
Reference Distance 3: 82.677 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
Position for Stationing 1: 8 ft
Position for Stationing 2: 8 ft
Position for Stationing 3: 8 ft
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: 0.39
Corrected Coefficients of Friction for Stationing 2: 0.39
Corrected Coefficients of Friction for Stationing 3: 0.39
Average Coefficient of Friction: 0.39
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/12/2025