Test 2021-08-02-12-4 (AASHTO T269-14) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
Sample Information
Sample Taken Date8/2/2021 Sample Unique Key12
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 testing8/2/2021
Sample typeAcceptance A brief description of the sample1/2 in HMA-A 15 RAP 5.7% PG 64-10 Valero, Benicia
The quantity of what the sample constitutesPSE #2 16 Boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Laboratory sample identificationD78920
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number875732
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 Grading1/2 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID
Test Details
DIME Sample ID: 2021-08-02-12
DIME Test ID: 2021-08-02-12-4
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: 2021-08-16
Test Results

Number of tests: 3
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 08/02/2021
Bulk Specific Gravity: 2.414
Bulk Specific Gravity 2: 2.421
Bulk Specific Gravity 3: 2.419
Theoretical Maximum Specific Gravity: 2.53
Percent Air Voids: 4.6 %
Percent Air Voids 2: 4.3 %
Percent Air Voids 3: 4.4 %
Percent Air Voids Average:4.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/16/2021