Summary for Test 2022-07-21-52-6

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 215109
DEA: 081C8504
EFIS: 0813000047
DIST-CO-RTE-PM08-RIV-74-0.0/5.8
Award Date11/12/2020
Closeout Date06/02/2025
Work DescriptionROADWAY EXCAVATION, HOT MIX ASPHALT, AND STRUCTURAL SHOTCRETE WALLS.
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE FROM ORANGE COUNTY LINE TO MONTE VISTA STREET
QA Service Level1 (Verified on 02/24/2021)

Sample Information

Sample Taken Date07/21/2022 Sample Unique Key52
Date that the sample was received by the laboratory/organization performing the testing08/10/2022 Sample typeVerification
A brief description of the sample3/4' HMA-A-SP R24 0.5% LAS The quantity of what the sample constitutes6 Bags Combined Aggregate, 2 Bags Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byGranite
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0535A-22
Linked DIME Sample ID The fabricator/manufacturer/facility nameCalifornia Commercial Asphalt - Lake Elsinore
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0011, 91-33-0098
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number53417615 A detailed description of where the material sample was collectedBelt Cut at California Commercial Asphalt - Lake Elsinore
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-07-21-52
DIME Test ID: 2022-07-21-52-6
Testing Lab: CT D08 - Fontana 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: 2022-09-08

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 08/14/2022
Bulk dry specific gravity: 2.494
Average uncompacted voids: 46.0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/8/2022