Summary for Test 2026-07-19-21-9

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1001624
DEA: 101F3204
EFIS: 1016000047
DIST-CO-RTE-PM10-SJ-4-0.0/8.9
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE RHMA AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionSAN JOAQUIN COUNTY NEAR DISCOVERY BAY FROM OLD RIVER BRIDGE TO 0.9 MILE EAST OF BACON ISLAND ROAD
QA Service Level1 (Verified on 09/15/2025)

Sample Information

Sample Taken Date07/19/2026 Sample Unique Key21
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 sampleSkid test on approach and departure
The quantity of what the sample constitutesSkid Testing 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 sampler2096080054
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 identifier29-0049
Structure nameMiddle River Bridge Bid Item3950015

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE10-SJ-4-0.0/8.9
Direction of TravelNorth Post Mile
Lanes to be TestedLane #1 Station6.5

Test Details

DIME Sample ID: 2026-07-19-21
DIME Test ID: 2026-07-19-21-9
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: 79
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 APPROACH SLAB
Edge used to measure position: LEFT OF WALL
Reference Distance 1: 5
Reference Distance 2: 8
Reference Distance 3: 11
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: 9
Position for Stationing 2: 9
Position for Stationing 3: 9
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: 0.43
Corrected Coefficients of Friction for Stationing 2: 0.43
Corrected Coefficients of Friction for Stationing 3: 0.43
Average Coefficient of Friction: 0.43
General comments (publicly viewable) (Max 1000 characters): DEPARTURE SLAB EB COMPLIES WITH AN .44 AVG WB APPROACH SLAB COMPLIES WITH AN .47 AVG AND DEPARTURE SLAB WB COMPLIES WITH AN .43 AVG

Test was verified on 8/18/2026