Summary for Test 2024-04-12-30-6

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 995233
DEA: 120U1804
EFIS: 1223000052
DIST-CO-RTE-PM12-ORA-22,55-R3.3/R13.2,12.7/13.0
Award Date12/22/2023
Closeout Date04/17/2025
Work DescriptionCOLD PLANE AND REPLACE EXISTING PAVEMENT WITH RHMA AND HMA.
Location DescriptionORANGE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 10/16/2023)

Sample Information

Sample Taken Date04/12/2024 Sample Unique Key30
Date that the sample was received by the laboratory/organization performing the testing04/15/2024 Sample typeVerification
A brief description of the sampleJMF Verification 3/4" WMA-A-SP R25 0.25% EVO The quantity of what the sample constitutes4 Bags of Agg., 2 Bags Each of Coarse and Fine Agg
From where was the sample collectedManufacturer First name of sampler or witnessed byDrake
Last name of sampler or witnessed byG. Title of sampler
Telephone number of sampler Laboratory sample identification0174A-24
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Aggregate/ Eagle Valley Quarry/ World Oil/ Ingevity
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)91-33-0027, 91-33-0014
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 RJ Noble Orange Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number36R2508SPWEO Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-04-12-30
DIME Test ID: 2024-04-12-30-6
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: 2024-05-14

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: David Padilla
Date of test: 04/24/2024
Bulk dry specific gravity: 2.606
Average uncompacted voids: 46.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/14/2024 ✔