Summary for Test 2025-04-30-1-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 994443
DEA: 053307C4
EFIS: 0514000028
DIST-CO-RTE-PM05-SLO-41,46-44.5/45.3,54.0/57.8
Award Date02/27/2023
Closeout DateNot set
Work DescriptionWye Segment - Route 41/46 Separation
Location DescriptionNot set
QA Service Level1 (Verified on 12/16/2022)

Sample Information

Sample Taken Date04/30/2025 Sample Unique Key1
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 testing04/30/2025
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 byCristian Last name of sampler or witnessed bySuarez
Title of samplerASR Telephone number of sampler5592594817
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameATKINSON CONSTRUCTION Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier49-0278
Structure name41/46 Separation Bridge Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePCC (Portland Cement Concrete)
Type of Traffic Control ProvidedN/A DIST-CO-RTE05-SLO-46
Direction of TravelNorth Post Mile
Lanes to be TestedShoulder,Lane #1,Lane #2,Lane #3 Station417+78.85

Test Details

DIME Sample ID: 2025-04-30-1
DIME Test ID: 2025-04-30-1-1
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: 2025-05-08

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 05/08/2025
Air Temperature: 73 F
Tire Pressure: 25 psi
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF BARRIER
Reference Distance 1: 150 ft
Reference Distance 2: 153 ft
Reference Distance 3: 156 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: 14 ft
Position for Stationing 2: 14 ft
Position for Stationing 3: 14 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: 0.40
Average Coefficient of Friction: 0.39
General comments (publicly viewable) (Max 1000 characters): 41/46 SEPERATION

Test was verified on 5/8/2025