Summary for Test 2020-11-12-24-8

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 214228
DEA: 120N4904
EFIS: 1214000050
DIST-CO-RTE-PM12-ORA-91-R12.5/R13.9
Award Date11/29/2022
Closeout Date11/07/2023
Work DescriptionVEHICLE ENFORCEMENT FACILITY IMPROVEMENT AT PERALTA WEIGH STATION.
Location DescriptionORANGE COUNTY IN ANAHEIM FROM 1.0 MILE EAST OF ROUTE 91/90 SEPARATION TO 0.5 MILE WEST OF WEIR CANYON ROAD UNDERCROSSING
QA Service Level1 (Verified on 08/13/2019)

Sample Information

Sample Taken Date11/12/2020 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing12/09/2020 Sample typeVerification
A brief description of the sampleJMF 3/4" RWMA-G-SP,0.40% Evotherm The quantity of what the sample constitutes4 Bags Combined Agg.,
From where was the sample collectedManufacturer First name of sampler or witnessed byRMA
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0688G-20
Linked DIME Sample ID 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
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0005
The fabricator's/manufacturer's product name for the sample3/4 RWMA-G-SP The fabricator/manufacturer designation for the sample
The plant number108835 A detailed description of where the material sample was collectedBelt Cut at All American Corona Plant
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: 2020-11-12-24
DIME Test ID: 2020-11-12-24-8
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: 2020-12-30

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 12/12/2020
Bulk dry specific gravity: 2.64
Average uncompacted voids: 46.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/30/2020 ✔