Summary for Test 2024-05-30-9-2

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 994245
DEA: 051H4304
EFIS: 0516000073
DIST-CO-RTE-PM05-SB-101-21.4/21.9
Award Date03/02/2023
Closeout DateNot set
Work DescriptionSan Jose Creek Bridge replacement
Location DescriptionSANTA BARBARA COUNTY IN GOLETA FROM ROUTE 101/217 SEPARATION TO 0.3 MILE NORTH OF SAN JOSE CREEK BRIDGE
QA Service Level1 (Verified on 09/19/2022)

Sample Information

Sample Taken Date05/30/2024 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 testing05/30/2024
Sample typeAcceptance A brief description of the sampleSkid Portable
The quantity of what the sample constitutesSkid Testing From where was the sample collectedJob Site
First name of sampler or witnessed byOmar Last name of sampler or witnessed bySharabi
Title of samplerAssistant Structure Representative Telephone number of sampler7147470535
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 identifier51-0367R
Structure nameSan Jose Creek Bridge (Replace) NB

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePCC (Portland Cement Concrete)
Type of Traffic Control ProvidedBehind K-Rail/Barrier DIST-CO-RTE05-SB-101
Direction of TravelNorth Post Mile21.40
Lanes to be TestedShoulder,Lane #1,Lane #2 Station34+13.24

Test Details

DIME Sample ID: 2024-05-30-9
DIME Test ID: 2024-05-30-9-2
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: 2024-06-06

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/04/2024
Air Temperature: 64
Tire Pressure: 25
Equipment PST #: 10007/1008
Is Calibration within ± values: Yes
Weather: WARM
Direction/Lane #: NB: Northbound Direction of Travel
Edge used to measure reference distance: LEFT OF WALL
Edge used to measure position: BEGIN APPROACH
Reference Distance 1: 4
Reference Distance 2: 7
Reference Distance 3: 10
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: 10
Position for Stationing 2: 10
Position for Stationing 3: 10
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: 0.38
Corrected Coefficients of Friction for Stationing 2: 0.39
Corrected Coefficients of Friction for Stationing 3: 0.38
Average Coefficient of Friction: 0.38
General comments (publicly viewable) (Max 1000 characters): SAN JOSE CREEK BRIDGE APPROACH NB

Test was verified on 6/6/2024