Summary for Test 2025-01-13-1-6

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1000521
DEA: 010P2604
EFIS: 0124000213
DIST-CO-RTE-PM01-MEN-101-59.9
Award Date07/01/2024
Closeout DateNot set
Work DescriptionBridge Deck Replacement
Location DescriptionLong Valley Creek Bridge
QA Service Level1 (Verified on 08/14/2024)

Sample Information

Sample Taken Date01/13/2025 Sample Unique Key1
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing01/13/2025
Sample typeAcceptance A brief description of the samplePCC
The quantity of what the sample constitutesPCC From where was the sample collectedJob Site
First name of sampler or witnessed byHARISH Last name of sampler or witnessed byTHAKUR
Title of sampler Telephone number of sampler9152961873
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility name`BRIDGE DECK Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePCC (Portland Cement Concrete)
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE
Direction of Travel Post Mile
Lanes to be Tested Station

Test Details

DIME Sample ID: 2025-01-13-1
DIME Test ID: 2025-01-13-1-6
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: 2025-09-10

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 09/09/2025
Air Temperature: 66 F
Tire Pressure: 25 psi
Equipment PST #: 0835
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: Post Mile
Edge used to measure position: Left of Right Lane Line
Reference Distance 1: 59.974 ft
Reference Distance 2: 59.970 ft
Reference Distance 3: 59.965 ft
Direction and Lane # for Stationing 1: SB Lane 1
Direction and Lane # for Stationing 2: SB Lane 1
Direction and Lane # for Stationing 3: SB Lane 1
Position for Stationing 1: 8 ft
Position for Stationing 2: 8 ft
Position for Stationing 3: 8 ft
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: 0.38
Corrected Coefficients of Friction for Stationing 2: 0.38
Corrected Coefficients of Friction for Stationing 3: 0.38
Average Coefficient of Friction: 0.38
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/10/2025