Test 2021-06-02-15-5 (AASHTO T269-14) Summary

Project Information
Project IdentifiersProject ID: 215245
DEA: 021J4504
EFIS: 0220000080
DIST-CO-RTE-PM02-SIS-89-14.0/19.0
Work DescriptionPLACE HMA (TYPE A).
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
Sample Information
Sample Taken Date6/2/2021 Sample Unique Key15
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 testing6/2/2021
Sample typeAcceptance A brief description of the sample3/8 Type A HMA 25 RAP PG 58 34m Valero Benecia
The quantity of what the sample constitutesPSE 16 boxs From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed by.
Title of samplerCGI Laboratory sample identificationD78818
The fabricator/manufacturer/facility nameJF Shea Construction, Fawndale Rock and Asphalt, Redding, CA Transportation Laboratory (TL) Number858981
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 Grading3/8 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-06-02-15
DIME Test ID: 2021-06-02-15-5
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: 2021-08-20
Test Results

Number of tests: 3
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 06/03/2021
Bulk Specific Gravity: 2.388
Bulk Specific Gravity 2: 2.385
Bulk Specific Gravity 3: 2.388
Theoretical Maximum Specific Gravity: 2.511
Percent Air Voids: 4.9 %
Percent Air Voids 2: 5 %
Percent Air Voids 3: 4.9 %
Percent Air Voids Average:4.9 %
General comments (publicly viewable) (Max 1000 characters): VMA = 17.5%, VFA = 71.9%, DP = 0.8

Test was verified on 08/20/2021