Summary for Test 2025-02-18-1-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 995119
DEA: 034H6004
EFIS: 0319000004
DIST-CO-RTE-PM03-PLA-49-R8.7/R10.6
Award Date12/08/2023
Closeout DateNot set
Work DescriptionCONC BARRIER, JPCP, HMA, RDWY EXC, RCP AND LIGHTING.
Location DescriptionPLACER COUNTY NEAR AUBURN FROM 0.3 MILE SOUTH OF LORENSEN ROAD/FLORENCE LANE TO 0.4 MILE NORTH OF LONE STAR ROAD
QA Service Level1 (Verified on 11/13/2023)

Sample Information

Sample Taken Date02/18/2025 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 testing02/18/2025
Sample typeAcceptance A brief description of the samplePortable Skid Test
The quantity of what the sample constitutes0.302019CY 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 sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDees Burke Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier19-0021
Structure nameNORTH FORK DRY CREEK Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePCC (Portland Cement Concrete)
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE3-PLA-49
Direction of TravelNorth Post Mile
Lanes to be TestedLane #1 StationSTA154+68.85

Test Details

DIME Sample ID: 2025-02-18-1
DIME Test ID: 2025-02-18-1-1
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: 2025-03-20

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 03/18/2025
Air Temperature: 51
Tire Pressure: 25
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: NB: Northbound 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: 12
Reference Distance 2: 15
Reference Distance 3: 18
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: 5
Position for Stationing 2: 5
Position for Stationing 3: 5
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: 0.42
Corrected Coefficients of Friction for Stationing 2: 0.44
Corrected Coefficients of Friction for Stationing 3: 0.42
Average Coefficient of Friction: 0.43
General comments (publicly viewable) (Max 1000 characters): Contact Asia Maliki @ asia.al.maliki@dot.ca.gov, (530) 414-4897/NORTH FORK DRY CREEK

Test was verified on 3/20/2025