Summary for Test 2024-05-13-19-2

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 1000005
DEA: 051Q1804
EFIS: 0522000179
DIST-CO-RTE-PM05-SB,SLO-1,101,166,246-Var
Award Date03/01/2024
Closeout Date11/26/2024
Work DescriptionBRIDGE DECK SEALS, POLYESTER CONCRETE OVERLAYS, & REPLACE JOINT SEALS.
Location DescriptionSANTA BARBARA AND SAN LUIS OBISPO COUNTIES AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 02/05/2024)

Sample Information

Sample Taken Date05/13/2024 Sample Unique Key19
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing05/13/2024
Sample typeDepartment Acceptance A brief description of the sampleSkid Testing Request
The quantity of what the sample constitutesTRIAL SLAB From where was the sample collectedJob Site
First name of sampler or witnessed bySalvador Last name of sampler or witnessed byHeredia
Title of sampler Telephone number of sampler8054584548
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTruesdell Corp. Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier51-0097L
Structure nameSanta Ynez River Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedStationary Lane Closure DIST-CO-RTE05-SB-001
Direction of TravelSouth Post Mile22.52
Lanes to be TestedShoulder,Lane #1 Station

Test Details

DIME Sample ID: 2024-05-13-19
DIME Test ID: 2024-05-13-19-2
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: 2024-06-25

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 06/23/2024
Air Temperature: 61
Tire Pressure: 25
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: 50
Reference Distance 2: 53
Reference Distance 3: 56
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: 9
Position for Stationing 2: 9
Position for Stationing 3: 9
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): HUASNA RIVER TRIAL SLAB

Test was verified on 6/25/2024