Summary for Test 2024-07-22-22-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1000075
DEA: 010L9504
EFIS: 0122000067
DIST-CO-RTE-PM01-HUM-101,255-VAR
Award Date05/03/2024
Closeout Date03/20/2025
Work DescriptionPOLYESTER CONCRETE OVERLAY, HMA-A, & COLD PLANE ASPHALT CONCRETE.
Location DescriptionHUMBOLDT COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 02/05/2024)

Sample Information

Sample Taken Date07/22/2024 Sample Unique Key22
Date that the sample was received by the laboratory/organization performing the testing07/22/2024 Sample typeQuality Assurance
A brief description of the samplePortable Skid Test The quantity of what the sample constitutesSkid Testing
From where was the sample collectedJob Site First name of sampler or witnessed byJessie
Last name of sampler or witnessed byWilson Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAT THE JOB SITE
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure nameTest Slabs
Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedN/A DIST-CO-RTE
Direction of Travel Post Mile
Lanes to be Tested Station

Test Details

DIME Sample ID: 2024-07-22-22
DIME Test ID: 2024-07-22-22-1
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: 2024-07-23

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 07/22/2024
Air Temperature: 68 F
Tire Pressure: 25 psi
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 Slab
Edge used to measure position: Left of the right slab edge
Reference Distance 1: 4 ft
Reference Distance 2: 4 ft
Reference Distance 3: 4 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: 3 ft
Position for Stationing 2: 6 ft
Position for Stationing 3: 9 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: 0.43
Corrected Coefficients of Friction for Stationing 2: 0.42
Corrected Coefficients of Friction for Stationing 3: 0.44
Average Coefficient of Friction: 0.43
General comments (publicly viewable) (Max 1000 characters): Polyester Trial Slab

Test was verified on 7/23/2024 ✔