Test 2021-05-06-21-2 (AASHTO T209-12) Summary

Project Information
Project IdentifiersProject ID: 214921
DEA: 09367404
EFIS: 0916000025
DIST-CO-RTE-PM09-KER-14-R4.7/R12.6
Work DescriptionCONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
Sample Information
Sample Taken Date5/6/2021 Sample Unique Key21
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 testing5/11/2021
Sample typeAcceptance A brief description of the sample3/4" HMA-A-SP R25 0.8% Dry Lime
The quantity of what the sample constitutes2 HMA boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byGranite Construction Company Littlerock Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0272A-21
The fabricator/manufacturer/facility nameBig Rock , Granite Construction 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 HMA Design ID
Test Details
DIME Sample ID: 2021-05-06-21
DIME Test ID: 2021-05-06-21-2
Testing Lab: CT - Southern Regional 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: 2021-06-04
Test Results

Number of tests: 1
Mass Determination: Air
Input Type: Calculated
Tester's full name: Elias Hamel
Date of test: 05/12/2021
Specific Gravity for Sample 1:2.496
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/04/2021