Summary for Test 2024-06-11-16-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 995083
DEA: 051R1604
EFIS: 0523000152
DIST-CO-RTE-PM05-SB-101-82.18, 82.2/82.2
Award DateNot set
Closeout DateNot set
Work DescriptionRepair high-load hit
Location DescriptionNear Santa Maria, US101 and Clark Ave overcrossing.
QA Service Level1 (Verified on 08/17/2023)

Sample Information

Sample Taken Date06/11/2024 Sample Unique Key16
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 testing06/11/2024
Sample typeAcceptance A brief description of the samplePCC
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 Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePCC (Portland Cement Concrete)
Type of Traffic Control ProvidedMoving Lane Closure DIST-CO-RTE
Direction of Travel Post Mile
Lanes to be Tested Station

Test Details

DIME Sample ID: 2024-06-11-16
DIME Test ID: 2024-06-11-16-1
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: 2024-06-11

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/11/2024
Air Temperature: 73
Tire Pressure: 24
Equipment PST #: 1000-7/1000-8
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: WB: Westbound Direction of Travel
Edge used to measure reference distance: BEGIN BRIDGE
Edge used to measure position: LEFT OF EDGE
Reference Distance 1: 30
Reference Distance 2: 33
Reference Distance 3: 36
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: 0.34
Corrected Coefficients of Friction for Stationing 2: 0.40
Corrected Coefficients of Friction for Stationing 3: 0.35
Average Coefficient of Friction: 0.36
General comments (publicly viewable) (Max 1000 characters): CLARK AVENUE OC/BR#51-0232

Test was verified on 6/11/2024