Test 2020-07-27-30-2 (AASHTO T209-12) 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 Key30
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 sample25% Fine Fraction
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 TypeReclaimed Asphalt Pavement RAP SourceGranite Gardner 3/8
Aggregate Size Aggregate Source
RAP Stockpile Stockpile Size (tons)
JMF Verification ID JMF3513-2020-184
Test Details
DIME Sample ID: 2020-07-27-30
DIME Test ID: 2020-07-27-30-2
Testing Lab: CT D05 - Field Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2020-08-13
Test Results

Number of tests: 1
Mass Determination: Air
Input Type: Calculated
Tester's full name: QC
Date of test: 07/24/2020
Specific Gravity for Sample 1:2.426
General comments (publicly viewable) (Max 250 characters):

Test was verified on 08/13/2020