Summary for Test 2024-07-24-33-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 994636
DEA: 022J9604
EFIS: 0221000153
DIST-CO-RTE-PM02-SIS-5-VAR
Award Date05/25/2023
Closeout DateNot set
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS.
Location DescriptionSISKIYOU COUNTY AT VARIOUS LOCATIONS FROM OAK STREET UNDERCROSSING TO KLAMATH RIVER BRIDGE AND SEPARATION BRIDGE NO. 02-0134R
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date07/24/2024 Sample Unique Key33
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing07/24/2024
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 nameJob site Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameSouth Weed UC

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE
Direction of TravelNorth Post Mile
Lanes to be TestedLane #1 Station

Test Details

DIME Sample ID: 2024-07-24-33
DIME Test ID: 2024-07-24-33-1
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: 2024-07-26

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 07/24/2024
Air Temperature: 82 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: End of Bridge
Edge used to measure position: Left of Right Lane Line
Reference Distance 1: 16 ft
Reference Distance 2: 13 ft
Reference Distance 3: 10 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: 2 ft
Position for Stationing 2: 2 ft
Position for Stationing 3: 2 ft
Percent Grade for 1st Stationing: -1.0 %
Percent Grade for 2nd Stationing: -1.0 %
Percent Grade for 3rd Stationing: -1.0 %
Corrected Coefficients of Friction for Stationing 1: 0.48
Corrected Coefficients of Friction for Stationing 2: 0.48
Corrected Coefficients of Friction for Stationing 3: 0.48
Average Coefficient of Friction: 0.48
General comments (publicly viewable) (Max 1000 characters): South Weed UC + others

Test was verified on 7/26/2024