Summary for Test 2023-06-06-5-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 993786
DEA: 101N4304
EFIS: 1021000185
DIST-CO-RTE-PM10-MER-5,152-Var
Award Date06/28/2022
Closeout Date09/21/2023
Work DescriptionAPPLY POLYESTER CONCRETE OVERLAY TO BRIDGE DECKS.
Location DescriptionMERCED COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/29/2022)

Sample Information

Sample Taken Date06/06/2023 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing06/06/2023 Sample typeDepartment Acceptance
A brief description of the sampleBRIDGE DECK The quantity of what the sample constitutesBRIDGE DECK
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 sampler4152464791 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameBRIDGE
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: 2023-06-06-5
DIME Test ID: 2023-06-06-5-1
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: 2023-06-08

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 06/06/2023
Air Temperature: 75
Tire Pressure: 24
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: NIGHT/WARM
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: slab
Edge used to measure position: slab
Reference Distance 1: 3
Reference Distance 2: 6
Reference Distance 3: 9
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: 4
Position for Stationing 2: 4
Position for Stationing 3: 4
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: 0.33
Corrected Coefficients of Friction for Stationing 2: 0.41
Corrected Coefficients of Friction for Stationing 3: 0.37
Average Coefficient of Friction: 0.37
General comments (publicly viewable) (Max 1000 characters): TEST SLAB

Test was verified on 6/8/2023 ✔