Summary for Test 2019-08-09-2-8

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 213966
DEA: 081E7704
EFIS: 0814000102
DIST-CO-RTE-PM08-RIV-74-11.0
Award Date04/15/2019
Closeout Date09/30/2019
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 09/30/2019)

Sample Information

Sample Taken Date08/09/2019 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing08/12/2019 Sample typeVerification
A brief description of the sample3/4 HMA-A-SP R15 The quantity of what the sample constitutesPSE 6 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byVulcan Corona
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0481A-19
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Corona, Pacific Clay Products
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)Vulcan Corona, Pacific Clay Products
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample224112 CORD SJR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Vulcan Corona Plant
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: 2019-08-09-2
DIME Test ID: 2019-08-09-2-8
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: 2019-08-22

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 08/15/2019
Bulk dry specific gravity: 2.599
Average uncompacted voids: 46.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/22/2019 ✔