Test 2020-07-27-29-4 (AASHTO T269-14) Summary

Project Information
Project IdentifiersProject ID: 214756
DEA: 050N7AU4
EFIS: 0520000030
DIST-CO-RTE-PM05-SB-101-1.4/4.8
Work DescriptionConstruct HOV lanes and rehabilitation
Location DescriptionCARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE
Sample Information
Sample Taken Date7/27/2020 Sample Unique Key29
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 testing7/28/2020
Sample typeVerification A brief description of the sampleBoxes of HMA-A
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedJob Site
First name of sampler or witnessed byDarren Last name of sampler or witnessed byLaChaine
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Buellton Transportation Laboratory (TL) Number
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 number
Sublot number JMF Verification ID JMF3513-2020-184
Test Details
DIME Sample ID: 2020-07-27-29
DIME Test ID: 2020-07-27-29-4
Testing Lab: CT D05 - Field Laboratory
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: 2020-08-13
Test Results

Number of tests: 3
Input Type: Measured
Tester's full name: E. Atkins
Date of test: 08/11/2020
Bulk Specific Gravity: 2.342
Bulk Specific Gravity 2: 2.336
Bulk Specific Gravity 3: 2.336
Theoretical Maximum Specific Gravity: 2.42
Percent Air Voids: 3.2 %
Percent Air Voids 2: 3.5 %
Percent Air Voids 3: 3.5 %
Percent Air Voids Average:3.4 %
General comments (publicly viewable) (Max 250 characters):

Test was verified on 08/13/2020