Summary for Test 2023-08-30-18-6

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 994633
DEA: 120T6604
EFIS: 1222000076
DIST-CO-RTE-PM12-ORA-74-0.0/5.3
Award Date03/22/2023
Closeout Date07/01/2024
Work DescriptionCold plane AC pavement and place RHMA
Location DescriptionOrange County in and near San Juan Capistrano from Route 5/74 Separation to Gibby Road.
QA Service Level1 (Verified on 07/07/2023)

Sample Information

Sample Taken Date08/30/2023 Sample Unique Key18
Date that the sample was received by the laboratory/organization performing the testing08/31/2023 Sample typeVerification
A brief description of the sampleJMF 3/4" RHMA-G-SP 0.5% LAS The quantity of what the sample constitutes6 Bags Of Aggregate
From where was the sample collectedManufacturer First name of sampler or witnessed byHector
Last name of sampler or witnessed byReyes Title of sampler
Telephone number of sampler Laboratory sample identification0449G-23
Linked DIME Sample ID The fabricator/manufacturer/facility nameMM-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)91-33-0098
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt Cut at MM-Lake Elsinore
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number5348180 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-30-18
DIME Test ID: 2023-08-30-18-6
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: 2023-10-26

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 09/06/2023
Bulk dry specific gravity: 2.59
Average uncompacted voids: 49.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/26/2023 ✔