Summary for Test 2025-11-05-11-9

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1000775
DEA: 022J9704
EFIS: 0221000154
DIST-CO-RTE-PM02-SHA-5,89-Var
Award Date02/26/2025
Closeout DateNot set
Work DescriptionBRIDGE POLYESTER CONCRETE OVERLAY AND METHACRYLATE DECK SEAL.
Location DescriptionSHASTA COUNTY ON ROUTE 5 AT VARIOUS LOCATIONS FROM ANTLER UNDERCROSSING TO SODA CREEK ROAD UNDERCROSSING AND ON ROUTE 89 AT VARIOUS LOCATIONS FROM HAT CREEK BRIDGE NO. 06-0085 TO CAYTON CREEK BRIDGE
QA Service Level1 (Verified on 12/04/2024)

Sample Information

Sample Taken Date11/05/2025 Sample Unique Key11
Date that the sample was received by the laboratory/organization performing the testing11/05/2025 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 byChris
Last name of sampler or witnessed byBrace Title of samplerAssociate Bridge Engineer
Telephone number of sampler5302279435 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameMcCuen Construction
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier06-0113 Structure nameCreekside Rd UC
Bid Item3934658

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE
Direction of Travel Post Mile59.97
Lanes to be Tested Station

Test Details

DIME Sample ID: 2025-11-05-11
DIME Test ID: 2025-11-05-11-9
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: 2025-12-08

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 12/03/2025
Air Temperature: 56 F
Tire Pressure: 25 psi
Equipment PST #: 0835
Is Calibration within ± values: Yes
Weather: Sunny
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: Post Mile
Edge used to measure position: Left of Right Lane Line
Reference Distance 1: 48.886 ft
Reference Distance 2: 48.886 ft
Reference Distance 3: 48.886 ft
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: 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: 0.34
Corrected Coefficients of Friction for Stationing 2: 0.34
Corrected Coefficients of Friction for Stationing 3: 0.34
Average Coefficient of Friction: 0.34
General comments (publicly viewable) (Max 1000 characters): Slate Creek RD Lane 2

Test was verified on 12/8/2025 ✔