Summary for Test 2023-10-11-55-1

Test performed: CTM 342-August 2012
Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only. Please click this link to view the corrected test.

Project Information

Project IdentifiersProject ID: 994861
DEA: 101N7604
EFIS: 1022000024
DIST-CO-RTE-PM10-SJ-4-R16.2
Award Date07/24/2023
Closeout Date12/18/2024
Work DescriptionREPLACE JOINT SEALS AND PLACE POLYESTER CONCRETE OVERLAY ON BRIDGE.
Location DescriptionSAN JOAQUIN COUNTY IN STOCKTON AT MORMON SLOUGH BRIDGE OVERHEAD
QA Service Level1 (Verified on 06/14/2023)

Sample Information

Sample Taken Date10/11/2023 Sample Unique Key55
Date that the sample was received by the laboratory/organization performing the testing10/11/2023 Sample typeDepartment Acceptance
A brief description of the samplePOLY The quantity of what the sample constitutesPOLY
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
Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypeNot set
Type of Traffic Control ProvidedNot set DIST-CO-RTENot set
Direction of TravelNot set Post MileNot set
Lanes to be TestedNot set StationNot set

Test Details

DIME Sample ID: 2023-10-11-55
DIME Test ID: 2023-10-11-55-1
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: 2023-10-17

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 10/11/2023
Air Temperature: 55
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 TRIAL SLAB
Edge used to measure position: RIGHT OF WALL
Reference Distance 1: 2
Reference Distance 2: 5
Reference Distance 3: 8
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: 3
Position for Stationing 2: 3
Position for Stationing 3: 3
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: 0.47
Corrected Coefficients of Friction for Stationing 2: 0.47
Corrected Coefficients of Friction for Stationing 3: 0.47
Average Coefficient of Friction: 0.47
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/17/2023 ✔

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.