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Testing Report for 2020-07-01-44-5

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

Project Information

DEA: 024E46U4
EFIS: 0216000122
Project ID: 214685
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-36-6.0/14.6
Work Description: REPLACE BRIDGE, ROADWAY EXCAVATION, HMA, CLASS 2 AB AND DRAINAGE WORK.
Location Description: LASSEN COUNTY NEAR WESTWOOD FROM 1.3 MILES WEST OF GOODRICH CREEK BRIDGE TO 1.0 MILE WEST OF WILLARD CREEK ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Tim Crosby
Structure Rep.: Jeff Rothgery

Sample Information

DIME Sample ID: 2020-07-01-44
TL Number from the TL Form: 896801
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 7/1/2020
Date that the sample was received by the laboratory/organization performing the testing: 7/2/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.0 RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78501
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Ward Lake Plant

Material Information

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

Test Information

DIME Test ID: 2020-07-01-44-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Date Tested: 7/3/2020
Verified Date: 11/16/2020
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified :

Submitted Test Results

Percent Air Voids: 6.1 %
Percent Air Voids 2: 5.7
Percent Air Voids 3: 5.9
Percent Air Voids Average: 5.9