Summary for Test 2025-03-06-15-2

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1235
DEA: 033M7304
DIST-CO-RTE-PM03-COL,YOL-VAR-VAR
Award Date02/08/2011
Closeout Date10/14/2011
Work DescriptionBRIDGE DECK METHACRYLATE
Location DescriptionCOLUSA AND YOLO COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 10/14/2011)

Sample Information

Sample Taken Date03/06/2025 Sample Unique Key15
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 testing03/11/2025
Sample typeInformational A brief description of the sampleSkid Testing Request
The quantity of what the sample constitutesMultiple Lanes From where was the sample collectedOther
First name of sampler or witnessed byLouis Last name of sampler or witnessed byNash
Title of sampler Telephone number of sampler916-719-0108
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameUnknown Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier22-0111
Structure nameRoute 16/505 Separation Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedN/A DIST-CO-RTE03-YOL-16
Direction of TravelEast Post Mile31.84
Lanes to be TestedShoulder,Lane #1,Lane #2 Station

Test Details

DIME Sample ID: 2025-03-06-15
DIME Test ID: 2025-03-06-15-2
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: 2025-03-13

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 03/12/2025
Air Temperature: 56
Tire Pressure: 25
Equipment PST #: 0835
Is Calibration within ± values: Yes
Weather: Windy
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: Beginning of Bridge
Edge used to measure position: Left of Right Construction Edge
Reference Distance 1: 25
Reference Distance 2: 30
Reference Distance 3: 35
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: 0.0
Percent Grade for 2nd Stationing: 0.0
Percent Grade for 3rd Stationing: 0.0
Corrected Coefficients of Friction for Stationing 1: 0.10
Corrected Coefficients of Friction for Stationing 2: 0.10
Corrected Coefficients of Friction for Stationing 3: 0.10
Average Coefficient of Friction: 0.10
General comments (publicly viewable) (Max 1000 characters): Test date tentative.

Test was verified on 3/13/2025