Summary for Test 2025-01-21-5-2

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 215425
DEA: 06360244
EFIS: 0613000005
DIST-CO-RTE-PM06-TUL-99-30.6/35.2
Award Date04/23/2021
Closeout DateNot set
Work DescriptionWiden Freeway & Bridge Construction (Concrete Bridge)
Location DescriptionNot set
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date01/21/2025 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 testing01/21/2025
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 byRamandeep Last name of sampler or witnessed byGuraya
Title of sampler Telephone number of sampler559-349-0447
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSecurity Paving Inc Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier46-0279
Structure nameJ Street Overcrossing Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePCC (Portland Cement Concrete)
Type of Traffic Control ProvidedBehind K-Rail/Barrier DIST-CO-RTE06-TUL-99
Direction of TravelEast Post Mile33.22
Lanes to be TestedShoulder,Lane #1,Lane #2,Lane #3,Lane #4 Station

Test Details

DIME Sample ID: 2025-01-21-5
DIME Test ID: 2025-01-21-5-2
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: 2025-02-10

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 02/07/2025
Air Temperature: 58
Tire Pressure: 25
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: Beginning of Bridge
Edge used to measure position: Left of Right Bridge Wall
Reference Distance 1: 289
Reference Distance 2: 292
Reference Distance 3: 295
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: 30
Position for Stationing 2: 30
Position for Stationing 3: 30
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: 0.29
Corrected Coefficients of Friction for Stationing 2: 0.27
Corrected Coefficients of Friction for Stationing 3: 0.32
Average Coefficient of Friction: 0.29
General comments (publicly viewable) (Max 1000 characters): J Street Overcrossing

Test was verified on 2/10/2025