Summary for Test 2026-02-09-4-3

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 994084
DEA: 060U8804
EFIS: 0616000074
DIST-CO-RTE-PM06-TUL-99-26.3/27.6
Award Date01/23/2023
Closeout DateNot set
Work DescriptionCONSTRUCT A NEW INTERCHANGE AT COMMERCIAL AVENUE NOW CALLED INTERNATIONAL AGRI-CENTER WAY
Location DescriptionON STATE ROUTE 99
QA Service Level1 (Verified on 03/13/2023)

Sample Information

Sample Taken Date02/09/2026 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing02/09/2026 Sample typeAcceptance
A brief description of the sampleSkid Testing Request The quantity of what the sample constitutesMultiple Lanes
From where was the sample collectedJob Site First name of sampler or witnessed byVicente
Last name of sampler or witnessed bySanchez Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSECURITY PAVING
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier46-0281 Structure nameAGRI-CENTER WAY OC
Bid Item3858835

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePCC (Portland Cement Concrete)
Type of Traffic Control ProvidedN/A DIST-CO-RTE06-TUL-99
Direction of TravelEast Post Mile26.80
Lanes to be TestedLane #1,Lane #2,Lane #3,Lane #4,Lane #5,Lane #6 Station

Test Details

DIME Sample ID: 2026-02-09-4
DIME Test ID: 2026-02-09-4-3
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: 2026-07-23

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 07/21/2026
Air Temperature: 75
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: END OF BRIDGE
Edge used to measure position: LEFT OF BARRIER
Reference Distance 1: 7
Reference Distance 2: 7
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: 25
Position for Stationing 2: 25
Position for Stationing 3: 25
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: 0.42
Corrected Coefficients of Friction for Stationing 2: 0.40
Corrected Coefficients of Friction for Stationing 3: 0.44
Average Coefficient of Friction: 0.42
General comments (publicly viewable) (Max 1000 characters): INTERNATIONAL AGRI-CENTER BRIDGE

Test was verified on 7/23/2026 ✔