Test 2021-08-13-17-6 (AASHTO T304-11) Summary

Project Information
Project IdentifiersProject ID: 215687
DEA: 074W6104
EFIS: 0719000104
DIST-CO-RTE-PM07-LA-18-0.0/4.5
Work DescriptionPLACE RUBBERIZED HMA (GAP GRADED).
Location DescriptionLOS ANGELES COUNTY NEAR LLANO FROM SAN BERNARDINO COUNTY LINE TO JUNCTION ROUTE 138
Sample Information
Sample Taken Date8/13/2021 Sample Unique Key17
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 testing8/19/2021
Sample typeVerification A brief description of the sampleJMF 1/2" RHMA-G-SP, 0.5% LAS
The quantity of what the sample constitutes5 Bags of Combined Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byGranite Llano Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0483G-21
The fabricator/manufacturer/facility nameGranite Llano Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-19-0046
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number1346 A detailed description of where the material sample was collectedBelt Cut at Granite Llano Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-08-13-17
DIME Test ID: 2021-08-13-17-6
Testing Lab: CT - Southern Regional Laboratory
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2021-09-03
Test Results

What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 08/29/2021
Bulk dry specific gravity: 2.688
Average uncompacted voids:48.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/03/2021