Summary for Test 2019-10-31-3-8

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 213808
DEA: 080N6704
EFIS: 0800000536
DIST-CO-RTE-PM08-RIV-74-28.1/37.4
Award Date03/12/2019
Closeout Date04/28/2022
Work DescriptionCONSTRUCT RAISED MEDIAN AND LEFT TURN LANES.
Location DescriptionRIVERSIDE COUNTY NEAR HEMET FROM 0.6 MILE EAST OF ROUTE 215 TO 0.4 MILE WEST OF ACACIA AVENUE.
QA Service Level1 (Verified on 12/04/2019)

Sample Information

Sample Taken Date10/31/2019 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing11/01/2019 Sample typeVerification
A brief description of the sample3/4 HMA-A-SP R24 The quantity of what the sample constitutesJMF 7 Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byCalifornia Commercial Asphalt Lake Elsinore
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0670A-19
Linked DIME Sample ID The fabricator/manufacturer/facility nameChander Aggregates Corona, 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, 91-33-0011
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R24 The fabricator/manufacturer designation for the sample53417315
The plant numberUnknown A detailed description of where the material sample was collectedBet Cut at California Commercial Asphalt Lake Elsinore 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: 2019-10-31-3
DIME Test ID: 2019-10-31-3-8
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: 2020-05-07

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Danilo Ferrer
Date of test: 11/13/2019
Bulk dry specific gravity: 2.573
Average uncompacted voids: 48.0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/7/2020 ✔