Test 2020-03-26-24-5 (AASHTO T269-14) Summary

Project Information
Project IdentifiersProject ID: 214251
DEA: 030H5304
EFIS: 0315000203
DIST-CO-RTE-PM03-SAC-80-15.0/17.2
Work DescriptionREPLACE WEIGH-IN-MOTION SYSTEM AND ADD A LANE INTO TRUCK SCALES.
Location DescriptionSACRAMENTO COUNTY IN SACRAMENTO AND CITRUS HEIGHTS FROM 0.7 MILE EAST OF GREENBACK LANE OVERCROSSING TO 0.3 MILE EAST OF ANTELOPE ROAD OVERCROSSING
Sample Information
Sample Taken Date3/26/2020 Sample Unique Key24
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 testing3/26/2020
Sample typeVerification A brief description of the sample3/4 inch HMA - A
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byWalt Last name of sampler or witnessed byWylie
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameTeichert Perkins Batch Plant Transportation Laboratory (TL) NumberC741826
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 JMF3513-2020-183
Test Details
DIME Sample ID: 2020-03-26-24
DIME Test ID: 2020-03-26-24-5
Testing Lab: CT D03 - 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: 2020-08-21
Test Results

Number of tests: 3
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 03/26/2020
Percent Air Voids: 3.1 %
Percent Air Voids 2: 3
Percent Air Voids 3: 3.2
Percent Air Voids Average:3.1
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/21/2020