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Sample Record for 2024-08-28-7

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994109 DEA: 060W1704 EFIS: 0617000103 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R27.4/R28.5
Work Description: REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL.
Location Description: FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING
Contractor Name: RNR Construction, Inc
Contractor Address: 8589 Thys Court, Sacramento, CA,95828
Resident Engineer: Mark Mengoni Structure Rep.: Benjamin Holton

Sample Information

DIME Sample ID: 2024-08-28-7
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - FFS - Skid Testing
Sample Organization Contact: (916) 227-7287
Type of Sample: Quality Assurance
Type of Material: Roadway/Bridge Surface
Sample Taken Date: 08/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2024
The quantity of what the sample constitutes: Skid Testing
A brief description of the sample: Portable Skid Test
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Hwy 41 AUX LANE
The fabricator/manufacturer/facility name: Job Site

Material Information

Pavement Surface Type: JPCP (Jointed Plain Concrete Pavement)
Type of Traffic Control Provided: Stationary Lane Closure
DIST-CO-RTE:
Direction of Travel:
Post Mile:
Lanes to be Tested:
Station:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2024-08-28-7-1
Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)
Verified Date: 08/28/2024
Date Tested: 08/28/2024
Submitted By Organization: CT HQ - FFS - Skid Testing
Organization Address: ,
Organization City:
Organization State:
Organization Zipcode:
Organization Email: steven.seifert@dot.ca.gov
Organization Phone: (916) 227-8588
General Comments for this Test: Fresno Aux Lane Hwy 41 NB
Test Result Compliance: complies
Additional Comments When Verified:
Pavement or Bridge Deck? Pavement
Average Coefficient of Friction 0.42