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Testing Report for 2020-08-10-47-4

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

Project Information

DEA: 033F99U4
EFIS: 0319000311
Project ID: 214618
QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT-99-39.2/41.4
Work Description: WIDEN RDWY, HMA, CRCP, WATER LINE, SIGNALS, & LIGHTING SYSTEM.
Location Description: SUTTER COUNTY IN AND NEAR LIVE OAK FROM 0.1 MILE SOUTH OF COLEMAN AVENUE TO NEVADA STREET (NORTH INTERSECTION)
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Dwayne Grandy
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-08-10-47
TL Number from the TL Form: C 779832
Sample Submitted By Organization: CT D03 - North Region Materials Lab
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 8/10/2020
Date that the sample was received by the laboratory/organization performing the testing: 8/11/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch RHMA-G
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF20-030B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DSG Aggregates - Marysville

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:

Test Information

DIME Test ID: 2020-08-10-47-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Date Tested: 8/24/2020
Verified Date: 2/25/2021
Submitted By Organization: CT D03 - North Region Materials Lab
Organization Address: 5330 Arboga Rd,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: JMF20-030B. Test date estimated.
Test Result Compliance: complies
Additional Comments When Verified : JMF20-030B

Submitted Test Results

Percent Air Voids: 3.2 %
Percent Air Voids 2: 3.1
Percent Air Voids 3: 3
Percent Air Voids Average: 3.1