Project Information

Project ID: 213918 DEA: 063HT014 EFIS: 0615000116 QA Service Level: 2

DIST-CO-RTE-PM: 06---

Work Description: (Alternative Delivery)

Location Description:

Contractor Name: Dragados Flatiron Joint Venture (DFJV)

Contractor Address: Unknown

Resident Engineer: Fernando De Alba Structure Rep.: Nathan Quiroz

Sample Information

DIME Sample ID: 2025-07-16-13

TL Number from the TL Form:

Sample Submitted By Organization: California High Speed Rail Authority - Selma

Sample Organization Contact: (559) 939-7402

Type of Sample: Quality Assurance

Type of Material: Roadway/Bridge Surface

Sample Taken Date: 07/16/2025

Date that the sample was received by the laboratory/organization performing the testing: 07/16/2025

The quantity of what the sample constitutes: Multiple Lanes

A brief description of the sample: Skid Testing Request

From where was the sample collected: Job Site

Laboratory sample identification:

Structure unique identifier: 46-0274

Structure name: Avenue 88

The fabricator/manufacturer/facility name: DFJV

Material Information

Pavement Surface Type: Polyester Concrete

Type of Traffic Control Provided: N/A

DIST-CO-RTE: 06-TUL-43

Direction of Travel: West

Post Mile: 12.39

Lanes to be Tested: Shoulder,Lane #1,Lane #2

Station:

Test Results

Test 1 of 2

DIME Test ID: 2025-07-16-13-1

Test Method: CTM 342-August 2012: Method of Test for Surface Skid Resistance with the California Portable Skid Tester (Skid)

Verified Date: 07/24/2025

Date Tested: 07/24/2025

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: AVE 88 BRIDGE

Test Result Compliance: complies

Additional Comments When Verified:

Pavement or Bridge Deck?	Bridge Deck
Average Coefficient of Friction	0.38

Test 2 of 2

DIME Test ID: 2025-07-16-13-2