Test 2020-07-22-43-3 (AASHTO T269-14) Summary

Project Information
Project IdentifiersProject ID: 214059
DEA: 042K7504
EFIS: 0417000019
DIST-CO-RTE-PM04-SCL-152-7.6/M10.2
Work DescriptionROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES.
Location DescriptionSANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101
Sample Information
Sample Taken Date7/22/2020 Sample Unique Key43
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeVerification A brief description of the sample1/2" HMA
The quantity of what the sample constitutes22 boxes From where was the sample collectedFabricator
First name of sampler or witnessed byPurvi Last name of sampler or witnessed byShah
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Construciton Los Banos 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 TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number JMF Verification ID JMF3513-2020-186
Test Details
DIME Sample ID: 2020-07-22-43
DIME Test ID: 2020-07-22-43-3
Testing Lab: CT D04 - DME / District 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: 2020-08-14
Test Results

Number of tests: 3
Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/10/2020
Bulk Specific Gravity: 2.226
Bulk Specific Gravity 2: 2.220
Bulk Specific Gravity 3: 2.219
Theoretical Maximum Specific Gravity: 2.348
Percent Air Voids: 5.2 %
Percent Air Voids 2: 5.5 %
Percent Air Voids 3: 5.5 %
Percent Air Voids Average:5.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/14/2020