Summary for Test 2025-10-15-5-2

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1000731
DEA: 042Q4404
EFIS: 0419000013
DIST-CO-RTE-PM04-SON-121-6.5,8.4
Award Date04/07/2025
Closeout DateNot set
Work DescriptionREMOVE BR AND AC SURF, CONSTRUCT BR DECK, RAILING AND POLYESTER CONC.
Location DescriptionSONOMA COUNTY NEAR SONOMA AT YELLOW CREEK BRIDGE AND AT ARROYO SECO BRIDGE
QA Service Level1 (Verified on 10/16/2024)

Sample Information

Sample Taken Date10/15/2025 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 testing10/24/2025
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 byJosh Last name of sampler or witnessed byVelono
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDBE Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier20-0023
Structure nameArroyo Seco bridge Bid Item3926521

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE04-Son-121
Direction of TravelEast Post Mile8.40
Lanes to be TestedLane #1,Lane #2 Station

Test Details

DIME Sample ID: 2025-10-15-5
DIME Test ID: 2025-10-15-5-2
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: 2025-10-24

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 10/24/2025
Air Temperature: 50
Tire Pressure: 25
Equipment PST #: 10007/1008
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 37
Reference Distance 2: 40
Reference Distance 3: 43
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: 12
Position for Stationing 2: 12
Position for Stationing 3: 12
Percent Grade for 1st Stationing: 0.0
Percent Grade for 2nd Stationing: 0.0
Percent Grade for 3rd Stationing: 0.0
Corrected Coefficients of Friction for Stationing 1: 0.41
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 1000 characters): Tested WB AS WELL WITH SIMILAR NUMBERS.

Test was verified on 10/24/2025