Summary for Test 2023-06-11-9-1

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Warning: The test results shown on this page have been superseded and are invalid.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: 993869
DEA: 061E1904
EFIS: 0621000224
DIST-CO-RTE-PM06-FRE,TUL-41,137,168-Var
Award Date07/21/2022
Closeout Date02/26/2024
Work DescriptionBRIDGE DECK SURFACING AND POLYESTER CONCRETE OVERLAY.
Location DescriptionFRESNO AND TULARE COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 06/06/2022)

Sample Information

Sample Taken Date06/11/2023 Sample Unique Key9
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 testing06/11/2023
Sample typeDepartment Acceptance A brief description of the samplepolyester
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 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 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: 2023-06-11-9
DIME Test ID: 2023-06-11-9-1
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: 2023-06-13

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Harish Thakur
Date of test: 06/11/2023
Air Temperature: 59
Tire Pressure: 25
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: NIGHT/WARM
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF GUTTER
Reference Distance 1: 100
Reference Distance 2: 103
Reference Distance 3: 106
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: 25
Position for Stationing 2: 25
Position for Stationing 3: 25
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: 0.40
Corrected Coefficients of Friction for Stationing 2: 0.39
Corrected Coefficients of Friction for Stationing 3: 0.42
Average Coefficient of Friction: 0.40
General comments (publicly viewable) (Max 1000 characters): VISUAL INSPECTION DONE ON APPROACH SLAB, LOOKED CONSISTENT WITH BRIDGE DECK AND NO BAD SPOTS FOUND BUT WAS TOO WET STILL TO TEST. DEPARTURE SLAB WAS NOT PLACED

Test was verified on 6/13/2023

Warning: The test results shown on this page have been superseded and are invalid.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