Summary for Test 2019-06-11-6-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213309
DEA: 081H0904
EFIS: 0816000141
DIST-CO-RTE-PM08-RIV-15-43.5
Award Date06/11/2018
Closeout Date12/12/2019
Work DescriptionCONSTRUCT A SECOND LEFT-TURN LANE
Location DescriptionRIVERSIDE COUNTY IN NORCO AT SECOND STREET UNDERCROSSING.
QA Service Level1 (Verified on 09/05/2018)

Sample Information

Sample Taken Date06/11/2019 Sample Unique Key6
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing06/12/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSE 8 bags 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 identification0324A-19 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

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample105927
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at 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: 2019-06-11-6
DIME Test ID: 2019-06-11-6-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2019-07-03

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 06/17/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/3/2019