Summary for Test 2024-05-08-17-25

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 994785
DEA: 023H32U4
EFIS: 0221000164
DIST-CO-RTE-PM02-SIS-I5-2.5/R15.9
Award Date04/28/2023
Closeout DateNot set
Work DescriptionRoadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location DescriptionSIS I5 2.5/R15.9
QA Service Level1 (Verified on 05/03/2023)

Sample Information

Sample Taken Date05/08/2024 Sample Unique Key17
Date that the sample was received by the laboratory/organization performing the testing05/08/2024 Sample typeDepartment Acceptance
A brief description of the sampleMAINLINE/RAMP The quantity of what the sample constitutesMAINLINE/RAMP
From where was the sample collectedJob Site First name of sampler or witnessed byHARISH
Last name of sampler or witnessed byTHAKUR Title of sampler
Telephone number of sampler9152961873 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameJOB SITE
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypeJPCP (Jointed Plain Concrete Pavement)
Type of Traffic Control ProvidedBehind K-Rail/Barrier DIST-CO-RTE
Direction of TravelNorth Post Mile
Lanes to be Tested Station

Test Details

DIME Sample ID: 2024-05-08-17
DIME Test ID: 2024-05-08-17-25
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: 2024-05-24

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 05/23/2024
Air Temperature: 62
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN DEPARTURE SLAB
Edge used to measure position: RIGHT OF EDGE
Reference Distance 1: 2
Reference Distance 2: 5
Reference Distance 3: 8
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: 15
Position for Stationing 2: 15
Position for Stationing 3: 15
Percent Grade for 1st Stationing: -3.0
Percent Grade for 2nd Stationing: -3.0
Percent Grade for 3rd Stationing: -3.0
Corrected Coefficients of Friction for Stationing 1: 0.38
Corrected Coefficients of Friction for Stationing 2: 0.38
Corrected Coefficients of Friction for Stationing 3: 0.37
Average Coefficient of Friction: 0.38
General comments (publicly viewable) (Max 1000 characters): NB LANE #1 449+22

Test was verified on 5/24/2024 ✔