Summary for Test 2024-08-16-8-2

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1000185
DEA: 101P7404
EFIS: 1022000160
DIST-CO-RTE-PM10-SJ,STA-120-Var
Award Date06/04/2024
Closeout Date05/21/2025
Work DescriptionPOLYESTER CONCRETE OVERLAY, STRUCTURAL CONCRETE, COLD PLANE AND HMA.
Location DescriptionSAN JOAQUIN AND STANISLAUS COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 03/18/2024)

Sample Information

Sample Taken Date08/16/2024 Sample Unique Key8
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 testing08/16/2024
Sample typeAcceptance A brief description of the samplePolyester Overlay
The quantity of what the sample constitutesTRIAL SLAB From where was the sample collectedJob Site
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byLaureno
Title of samplerStructure Representative Telephone number of sampler2094708835
Laboratory sample identificationidk Linked DIME Sample IDidk
The fabricator/manufacturer/facility nameQuik Bond Transportation Laboratory (TL) Numberidk
Inspector Lot Number from the Transportation Laboratory (TL) Formidk Structure unique identifier29-0273L
Structure nameMcKinley Avenue UC Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE10-SJ-120
Direction of TravelWest Post Mile2.29
Lanes to be TestedShoulder,Lane #1,Lane #2 Station

Test Details

DIME Sample ID: 2024-08-16-8
DIME Test ID: 2024-08-16-8-2
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: 2024-08-20

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 08/20/2024
Air Temperature: 65 F
Tire Pressure: 25 psi
Equipment PST #: 1009
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: Beginning of Slab
Edge used to measure position: Right of the Left Slab Edge
Reference Distance 1: 5 ft
Reference Distance 2: 5 ft
Reference Distance 3: 5 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: 0.34
Corrected Coefficients of Friction for Stationing 2: 0.34
Corrected Coefficients of Friction for Stationing 3: 0.36
Average Coefficient of Friction: 0.35
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/20/2024