Summary for Test 2024-05-09-38-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 215420
DEA: 060R2104
EFIS: 0614000058
DIST-CO-RTE-PM06-MAD-41-6.2/9.2
Award Date01/18/2023
Closeout Date01/08/2026
Work DescriptionFOR CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE
Location DescriptionMADERA COUNTY NEAR MADERA FROM 0.1 MILE NORTH OF AVENUE 15 TO 2.2 MILES NORTH OF FRIANT MADERA CANAL BRIDGE
QA Service Level1 (Verified on 01/06/2021)

Sample Information

Sample Taken Date05/09/2024 Sample Unique Key38
Date that the sample was received by the laboratory/organization performing the testing05/09/2024 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 nameFriant canal
Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedN/A DIST-CO-RTE06-Mad-41
Direction of TravelSouth Post Mile
Lanes to be TestedShoulder Station1.0

Test Details

DIME Sample ID: 2024-05-09-38
DIME Test ID: 2024-05-09-38-1
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: 2024-05-12

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 05/09/2024
Air Temperature: 59 F
Tire Pressure: 25 psi
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: SB: Southbound Direction of Travel
Edge used to measure reference distance: End of Slab
Edge used to measure position: Left of the right slab edge
Reference Distance 1: 9 ft
Reference Distance 2: 9 ft
Reference Distance 3: 9 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: 0.47
Corrected Coefficients of Friction for Stationing 3: 0.43
Average Coefficient of Friction: 0.44
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/12/2024 ✔