Test 2019-06-12-3-8 (AASHTO T304-11) Summary

Project Information
Project IdentifiersProject ID: 213650
DEA: 081E8504
EFIS: 0814000114
DIST-CO-RTE-PM08-SBD-142-0.0/5.8
Work DescriptionCOLD PLANE/OVERLAY, HMA DIKES, INSTALL MGS AND DRAINAGE FACILITIES
Location DescriptionSAN BERNARDINO COUNTY IN AND NEAR CHINO HILLS FROM ORANGE COUNTY LINE TO ROUTE 142/71 SEPARATION.
Sample Information
Sample Taken Date6/12/2019 Sample Unique Key3
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 testing6/14/2019
Sample typeVerification A brief description of the sample3/4 RHMA-G-SP
The quantity of what the sample constitutesPSE 4 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Corona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0348G-19
The fabricator/manufacturer/facility nameAll American Asphalt Corona 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)91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sample106835
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-06-12-3
DIME Test ID: 2019-06-12-3-8
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: 2019-07-03
Test Results

What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 06/20/2019
Bulk dry specific gravity: 2.646
Average uncompacted voids:45.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/03/2019