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Testing Report for 2020-03-26-24-5

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

Project Information

DEA: 030H5304
EFIS: 0315000203
Project ID: 214251
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-80-15.0/17.2
Work Description: REPLACE WEIGH-IN-MOTION SYSTEM AND ADD A LANE INTO TRUCK SCALES.
Location Description: SACRAMENTO COUNTY IN SACRAMENTO AND CITRUS HEIGHTS FROM 0.7 MILE EAST OF GREENBACK LANE OVERCROSSING TO 0.3 MILE EAST OF ANTELOPE ROAD OVERCROSSING
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Hani Eissa
Structure Rep.: Shan Eakin

Sample Information

DIME Sample ID: 2020-03-26-24
TL Number from the TL Form: C741826
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: 3/26/2020
Date that the sample was received by the laboratory/organization performing the testing: 3/26/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch HMA - A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins Batch Plant

Material Information

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

Test Information

DIME Test ID: 2020-03-26-24-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Date Tested: 3/26/2020
Verified Date: 8/21/2020
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:
Test Result Compliance: complies
Additional Comments When Verified :

Submitted Test Results

Percent Air Voids: 3.1 %
Percent Air Voids 2: 3.0
Percent Air Voids 3: 3.2
Percent Air Voids Average: 3.1