Summary for Test 2025-01-13-2-3

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 993141
DEA: 060V1204
EFIS: 0616000207
DIST-CO-RTE-PM06-MAD-99-R6.9/R7.6
Award Date06/22/2022
Closeout Date12/02/2025
Work DescriptionCottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS.
Location DescriptionMADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING
QA Service Level1 (Verified on 07/28/2021)

Sample Information

Sample Taken Date01/13/2025 Sample Unique Key2
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 testing01/13/2025
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 identifier41-0089S
Structure nameNB Offramp Cottonwood Creek Bridge 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-Mad-99
Direction of TravelNorth Post Mile7.30
Lanes to be TestedShoulder,Lane #1,Lane #2 Station

Test Details

DIME Sample ID: 2025-01-13-2
DIME Test ID: 2025-01-13-2-3
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: 2025-02-05

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 01/28/2025
Air Temperature: 58
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF BARRIER
Reference Distance 1: 100
Reference Distance 2: 103
Reference Distance 3: 106
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: 15
Position for Stationing 2: 15
Position for Stationing 3: 15
Percent Grade for 1st Stationing: 2.0
Percent Grade for 2nd Stationing: 2.0
Percent Grade for 3rd Stationing: 2.0
Corrected Coefficients of Friction for Stationing 1: 0.35
Corrected Coefficients of Friction for Stationing 2: 0.33
Corrected Coefficients of Friction for Stationing 3: 0.40
Average Coefficient of Friction: 0.36
General comments (publicly viewable) (Max 1000 characters): R5 BRIDGE LANES. VISUALLY INSPECTED ENTIRE SPAN AND ALSO RAN RANDOM TEST ALONG THE ROAD WITH BETTER NUMBERS

Test was verified on 2/5/2025