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Testing Report for 2021-03-12-13-4

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

Project Information

DEA: 034F8104
EFIS: 0314000291
Project ID: 214900
QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-32-L0.0/R0.3,0.1/0.9
Work Description: CONSTRUCT SIDEWALKS, CURB RAMPS, & DRIVEWAYS.
Location Description: GLENN COUNTY IN ORLAND AT VARIOUS LOCATIONS FROM ROUTE 5 SOUTHBOUND OFF RAMP TO ROUTE 32 TO NINTH STREET/TEHAMA STREET AND FROM FOURTH STREET TO WOODWARD AVENUE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Ryan Johnson
Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-03-12-13
TL Number from the TL Form: C778174
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: 3/12/2021
Date that the sample was received by the laboratory/organization performing the testing: 3/12/2021
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4" HMA - A, with 15% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF21-003
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Drum Plant

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:

Test Information

DIME Test ID: 2021-03-12-13-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Date Tested: 3/15/2021
Verified Date: 4/1/2021
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: JMF21-003.
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Percent Air Voids: 3.1 %
Percent Air Voids 2: 2.9
Percent Air Voids 3: 3.3
Percent Air Voids Average: 3.1