Summary for Test 2023-11-21-15-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 993169
DEA: 050A0904
EFIS: 0513000028
DIST-CO-RTE-PM05-MON-156-R1.4/R2.0
Award Date12/14/2021
Closeout Date07/31/2024
Work DescriptionWIDEN REINFORCED STRUCTURAL CONCRETE BRIDGE & REPLACE BRIDGE RAILING.
Location DescriptionMONTEREY COUNTY IN AND NEAR CASTROVILLE FROM 0.3 MILE EAST OF ROUTE 156/183 SEPARATION TO 0.2 MILE EAST OF CASTROVILLE BOULEVARD
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date11/21/2023 Sample Unique Key15
Date that the sample was received by the laboratory/organization performing the testing11/21/2023 Sample typeDepartment Acceptance
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 byJessie
Last name of sampler or witnessed byWilson Title of sampler
Telephone number of sampler 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 nameCastroville OH (R)
Bid ItemNot set

Material Information

Material TypeRoadway/Bridge Surface Pavement Surface TypePolyester Concrete
Type of Traffic Control ProvidedN/A DIST-CO-RTE05-Mon-156
Direction of TravelEast Post Mile
Lanes to be Tested Station

Test Details

DIME Sample ID: 2023-11-21-15
DIME Test ID: 2023-11-21-15-1
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: 2023-11-22

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: Jessie Wilson
Date of test: 11/21/2023
Air Temperature: 45 F
Tire Pressure: 25 psi
Equipment PST #: 1000-9
Is Calibration within ± values: Yes
Weather: Clear
Direction/Lane #: EB: Eastbound Direction of Travel
Edge used to measure reference distance: Beginning of Trial Slab
Edge used to measure position: Left of right trial slab edge
Reference Distance 1: 10 ft
Reference Distance 2: 13 ft
Reference Distance 3: 16 ft
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 ft
Position for Stationing 2: 4 ft
Position for Stationing 3: 4 ft
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: 0.45
Corrected Coefficients of Friction for Stationing 2: 0.45
Corrected Coefficients of Friction for Stationing 3: 0.45
Average Coefficient of Friction: 0.45
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/22/2023 ✔