Summary for Test 2026-05-14-24-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1001963
DEA: 051S3204
EFIS: 0524000214
DIST-CO-RTE-PM05-SCR--unknown
Award DateNot set
Closeout DateNot set
Work DescriptionBridge Prev Maint SBt and SCr Counties
Location DescriptionNot set
QA Service Level1 (Verified on 02/19/2026)

Sample Information

Sample Taken Date05/14/2026 Sample Unique Key24
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 testing05/14/2026
Sample typeAcceptance A brief description of the sampleSkid Test Request
The quantity of what the sample constitutes12'x12'x1" Trial Panel From where was the sample collectedJob Site
First name of sampler or witnessed byNoe Last name of sampler or witnessed byWest
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTruesdell Corp. Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid Item3947607

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedN/A DIST-CO-RTE05-SCr-001
Direction of TravelNorth Post Mile
Lanes to be TestedOff Ramp Station

Test Details

DIME Sample ID: 2026-05-14-24
DIME Test ID: 2026-05-14-24-1
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: 2026-05-27

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 05/26/2026
Air Temperature: 54
Tire Pressure: 25
Equipment PST #: 10007/1008
Is Calibration within ± values: Yes
Weather: COOL
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN SLAB
Edge used to measure position: LEFT OF EDGE
Reference Distance 1: 1
Reference Distance 2: 4
Reference Distance 3: 7
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
Position for Stationing 2: 2
Position for Stationing 3: 2
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: 0.38
Corrected Coefficients of Friction for Stationing 2: 0.38
Corrected Coefficients of Friction for Stationing 3: 0.38
Average Coefficient of Friction: 0.38
General comments (publicly viewable) (Max 1000 characters): TRIAL SLAB-ALSO TESTED WITH NEW MICROGRIP TEST MACHINE WITH SIMILAR NUMBERS

Test was verified on 5/27/2026