Summary for Test 2020-06-23-10-8

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 210837
DEA: 080J0804
EFIS: 0800000283
COOP: 081625
DIST-CO-RTE-PM08-RIV-15-34.7/51.6
Award Date04/17/2017
Closeout Date08/01/2024
Work Description(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location DescriptionRiverside County and SBD-15-0.0/1.3
QA Service Level1 (Verified on 05/08/2017)

Sample Information

Sample Taken Date06/23/2020 Sample Unique Key10
Date that the sample was received by the laboratory/organization performing the testing06/24/2020 Sample typeVerification
A brief description of the sample3/4 HMA-A-SP R15 Aggreagte and RAP The quantity of what the sample constitutes3 Bags Combined Agg. 1 Bag Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byAll American Asphalt Corona
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0367A-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 HMA-A-SP R15 The fabricator/manufacturer designation for the sampleUnknown
The plant number105793 A detailed description of where the material sample was collectedBelt Cut at All American Corona
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-23-10
DIME Test ID: 2020-06-23-10-8
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: 2020-06-30

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 06/26/2020
Bulk dry specific gravity: 2.682
Average uncompacted voids: 46.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/30/2020 ✔