Summary for Test 2026-08-07-4-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1000610
DEA: 101H3604
EFIS: 1017000185
DIST-CO-RTE-PM10-SJ, -4-
Award Date08/27/2025
Closeout DateNot set
Work DescriptionPAINT BRIDGE STRUCTURAL STEEL AND PLACE POLYESTER CONCRETE.
Location DescriptionSAN JOAQUIN COUNTY NEAR DISCOVERY BAY AT OLD RIVER BRIDGE
QA Service Level1 (Verified on 10/02/2024)

Sample Information

Sample Taken Date08/07/2026 Sample Unique Key4
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 testing08/07/2026
Sample typeAcceptance A brief description of the sampleBridge Deck Skid Test
The quantity of what the sample constitutesSkid test From where was the sample collectedJob Site
First name of sampler or witnessed byArmando Last name of sampler or witnessed byJose
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDees Burke Engineering Contractors Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier29-0045
Structure nameOld River Bridge SR4 Bid Item3938517

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE10-SJ-4-0.0
Direction of TravelNorth Post Mile
Lanes to be TestedLane #1 Station0.0

Test Details

DIME Sample ID: 2026-08-07-4
DIME Test ID: 2026-08-07-4-1
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: 2026-08-18

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 08/16/2026
Air Temperature: 77
Tire Pressure: 25
Equipment PST #: 10007/1008
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 90
Reference Distance 2: 93
Reference Distance 3: 96
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: 7
Position for Stationing 2: 7
Position for Stationing 3: 7
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: 0.44
Corrected Coefficients of Friction for Stationing 2: 0.44
Corrected Coefficients of Friction for Stationing 3: 0.44
Average Coefficient of Friction: 0.44
General comments (publicly viewable) (Max 1000 characters): VISUALLY INSPECTED ENTIRE BRIDGE, ALL LOOKED UNIFORMED, WB RECIEVED SIMILAR RESULTS

Test was verified on 8/18/2026