Summary for Test 2025-07-29-27-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1001144
DEA: 033G1304
EFIS: 0323002344
DIST-CO-RTE-PM03-YOL-VAR,16,113-0/0
Award Date06/04/2025
Closeout Date09/23/2025
Work DescriptionFURNISH AND PLACE POLYESTER CONCRETE OVERLAY.
Location DescriptionYOLO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/09/2025)

Sample Information

Sample Taken Date07/29/2025 Sample Unique Key27
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 testing07/29/2025
Sample typeAcceptance A brief description of the sampleMeth Bridge Deck
The quantity of what the sample constitutesMETHACRYLATE OVERLAY From where was the sample collectedJob Site
First name of sampler or witnessed byPhillip Last name of sampler or witnessed byAsher
Title of samplerAssistant Structure Representative Telephone number of sampler916-768-8293
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 identifier22-0122
Structure nameCounty Road 27 OC Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypeMethacrylate Resin
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE03-YOL-113
Direction of TravelEast Post Mile6.11
Lanes to be TestedShoulder,Lane #1,Lane #2 Station

Test Details

DIME Sample ID: 2025-07-29-27
DIME Test ID: 2025-07-29-27-1
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: 2025-08-01

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 07/31/2025
Air Temperature: 59
Tire Pressure: 25
Equipment PST #: 10007/1008
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 70
Reference Distance 2: 73
Reference Distance 3: 76
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: 0.0
Percent Grade for 2nd Stationing: 0.0
Percent Grade for 3rd Stationing: 0.0
Corrected Coefficients of Friction for Stationing 1: 0.41
Corrected Coefficients of Friction for Stationing 2: 0.42
Corrected Coefficients of Friction for Stationing 3: 0.41
Average Coefficient of Friction: 0.41
General comments (publicly viewable) (Max 1000 characters): CO ROAD 27 BRIDGE APPROACH SLAB-..40-.40-.40 AVG=.40 DEPARTURE SLAB-.40-.40-.40 AVG= .40

Test was verified on 8/1/2025