Summary for Test 2021-11-02-28-4

Test performed: AASHTO T269-14

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date03/22/2021
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date11/02/2021 Sample Unique Key28
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing11/02/2021
Sample typeAcceptance A brief description of the sampleLime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M from Valero - Benicia
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byClint Last name of sampler or witnessed byRogers
Title of samplerPI Telephone number of sampler
Laboratory sample identificationD78970 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number853085
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID

Test Details

DIME Sample ID: 2021-11-02-28
DIME Test ID: 2021-11-02-28-4
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Test Release Date: 2021-11-19

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 11/03/2021
Bulk Specific Gravity: 2.422
Bulk Specific Gravity 2: 2.416
Bulk Specific Gravity 3: 2.417
Theoretical Maximum Specific Gravity: 2.523
Percent Air Voids: 4.0 %
Percent Air Voids 2: 4.2 %
Percent Air Voids 3: 4.2 %
Percent Air Voids Average:4.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/19/2021