Summary for Test 2026-07-02-7-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1001025
DEA: 023J3304
EFIS: 0222000035
DIST-CO-RTE-PM02-SHA,TEH-5,44,273-Var
Award Date05/13/2025
Closeout DateNot set
Work DescriptionFURNISH AND PLACE POLYESTER CONCRETE OVERLAY AND REPLACE JOINT SEALS.
Location DescriptionSHASTA AND TEHAMA COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/21/2025)

Sample Information

Sample Taken Date07/02/2026 Sample Unique Key7
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 testing07/02/2026
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 byMike Last name of sampler or witnessed bySears
Title of sampler Telephone number of sampler
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 identifier06-0038R
Structure nameNorth Cottonwood Bid Item3926461

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedMoving Lane Closure DIST-CO-RTE02-Sha-5
Direction of TravelSouth Post Mile
Lanes to be TestedLane #1,Lane #2 Station1.91

Test Details

DIME Sample ID: 2026-07-02-7
DIME Test ID: 2026-07-02-7-1
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: 2026-07-08

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 07/07/2026
Air Temperature: 90
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: HOT
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 16
Reference Distance 2: 19
Reference Distance 3: 22
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: 17
Position for Stationing 2: 17
Position for Stationing 3: 17
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: 0.25
Corrected Coefficients of Friction for Stationing 2: 0.27
Corrected Coefficients of Friction for Stationing 3: 0.32
Average Coefficient of Friction: 0.28
General comments (publicly viewable) (Max 1000 characters): TEST REPRESENTS BR #06-0038R

Test was verified on 7/8/2026