Summary for Test 2026-07-06-8-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1001902
DEA: 061H6704
EFIS: 0625000240
DIST-CO-RTE-PM06-TUL-190-26.65
Award Date06/26/2025
Closeout Date08/31/2026
Work DescriptionReplace exiting bridge rail on EB direction of SR 190, demo and reconstruct overhang, remove existing AC overlay, deck overhang strengthening at bridge rail, poly conc overlay, install new ST-75 barrier rail.
Location DescriptionTule River Bridge (BR #46-0187).
QA Service Level1 (Verified on 01/08/2026)

Sample Information

Sample Taken Date07/06/2026 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing07/06/2026 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 byAdam
Last name of sampler or witnessed byMahmoud 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 identifier46-0187 Structure nameTule River Bridge
Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePCC (Portland Cement Concrete)
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE06-tul-190
Direction of TravelEast Post Mile26.60
Lanes to be TestedLane #1 Station

Test Details

DIME Sample ID: 2026-07-06-8
DIME Test ID: 2026-07-06-8-1
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: 2026-07-15

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 07/13/2026
Air Temperature: 80
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 10
Reference Distance 2: 13
Reference Distance 3: 16
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: 1
Position for Stationing 2: 1
Position for Stationing 3: 1
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: 0.47
Corrected Coefficients of Friction for Stationing 2: 0.47
Corrected Coefficients of Friction for Stationing 3: 0.47
Average Coefficient of Friction: 0.47
General comments (publicly viewable) (Max 1000 characters): TULE RIVER BRIDGE #46-0187 ENTIRE BRIDGE VISUALLY INSPECTED AND ALL LOOKED UNIFORMED.

Test was verified on 7/15/2026 ✔