Summary for Test 2025-10-02-14-1

Test performed: CTM 342-August 2012

Project Information

Project IdentifiersProject ID: 215823
DEA: 101H5004
EFIS: 1017000154
DIST-CO-RTE-PM10-CAL-4-15.9/16.3
Award Date11/18/2022
Closeout DateNot set
Work DescriptionREPLACE BRIDGE
Location DescriptionCALAVERAS COUNTY NEAR ANGELS CAMP FROM 0.3 MILE WEST OF CHEROKEE CREEK BRIDGE TO 0.1 MILE EAST OF CHEROKEE BRIDGE
QA Service Level1 (Verified on 07/23/2021)

Sample Information

Sample Taken Date10/02/2025 Sample Unique Key14
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 testing10/02/2025
Sample typeInformational A brief description of the sampleBridge Deck Concrete
The quantity of what the sample constitutessmoothness From where was the sample collectedJob Site
First name of sampler or witnessed byDaniel Last name of sampler or witnessed byLaureno
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameViking Construction Company 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 ProvidedBehind K-Rail/Barrier DIST-CO-RTE
Direction of Travel Post Mile16.20
Lanes to be TestedShoulder,Lane #1,Lane #2 Station

Test Details

DIME Sample ID: 2025-10-02-14
DIME Test ID: 2025-10-02-14-1
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: 2025-10-06

Test Results


Pavement or Bridge Deck?: Bridge Deck
Input Type: Measured
Tester's full name: HARISH THAKUR
Date of test: 10/06/2025
Air Temperature: 75
Tire Pressure: 25
Equipment PST #: 10007/1008
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: RIGHT OF WALL
Reference Distance 1: 13
Reference Distance 2: 16
Reference Distance 3: 19
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: 11
Position for Stationing 2: 11
Position for Stationing 3: 11
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: 0.17
Corrected Coefficients of Friction for Stationing 2: 0.18
Corrected Coefficients of Friction for Stationing 3: 0.18
Average Coefficient of Friction: 0.18
General comments (publicly viewable) (Max 1000 characters): Testing of a temporary condition for stage construction. Need the information prior to flopping traffic. Please call me. Secondary inspector will be my ASR Johnsky Oveny.Daytime Skid testing.

Test was verified on 10/6/2025