Summary for Test 2024-04-23-3-2

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 994605
DEA: 101N5104
EFIS: 1021000203
DIST-CO-RTE-PM10-SJ-5-R23.9
Award Date05/08/2023
Closeout DateNot set
Work DescriptionREPLACE JOINT SEALS AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE.
Location DescriptionSAN JOAQUIN COUNTY IN STOCKTON AT WALKER SLOUGH BRIDGE
QA Service Level1 (Verified on 04/18/2023)

Sample Information

Sample Taken Date04/23/2024 Sample Unique Key3
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing04/23/2024
Sample typeDepartment Acceptance A brief description of the samplepolyester
The quantity of what the sample constitutesPOLYESTER From where was the sample collectedJob Site
First name of sampler or witnessed byHARISH Last name of sampler or witnessed byTHAKUR
Title of sampler Telephone number of sampler9152961873
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameJOB SITE Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedBehind K-Rail/Barrier DIST-CO-RTE
Direction of Travel Post Mile
Lanes to be Tested Station

Test Details

DIME Sample ID: 2024-04-23-3
DIME Test ID: 2024-04-23-3-2
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: 2024-04-26

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 04/25/2024
Air Temperature: 56
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: NIGHT WARM
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: RIGHT OF EDGE
Reference Distance 1: 60
Reference Distance 2: 63
Reference Distance 3: 66
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: 12
Position for Stationing 2: 12
Position for Stationing 3: 12
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: 0.45
Corrected Coefficients of Friction for Stationing 2: 0.46
Corrected Coefficients of Friction for Stationing 3: 0.45
Average Coefficient of Friction: 0.45
General comments (publicly viewable) (Max 1000 characters): NB-WALKER SLOUGH BR# 29-0223L/R

Test was verified on 4/26/2024