Summary for Test 2020-04-23-6-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214481
DEA: 073118U4
EFIS: 0719000209
DIST-CO-RTE-PM07-LA-107-0.0/4.8
Award Date12/31/2019
Closeout Date11/03/2021
Work DescriptionPLACE RHMA AND JPCP, AND MODIFY ELECTRICAL SYSTEM.
Location DescriptionLOS ANGELES COUNTY IN TORRANCE FROM ROUTE 1 TO REDONDO BEACH BOULEVARD
QA Service Level1 (Verified on 02/28/2020)

Sample Information

Sample Taken Date04/23/2020 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 testing05/01/2020
Sample typeVerification A brief description of the sample3/4 RHMA-G-SP Aggregate
The quantity of what the sample constitutesJMF 4 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Irwindale Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0206G-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Irwindale 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)91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample3/4 RHMA-G-SP The fabricator/manufacturer designation for the sampleUnknown
The plant number226108A A detailed description of where the material sample was collectedBelt Cut at Vulcan Irwindale Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-23-6
DIME Test ID: 2020-04-23-6-2
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: 2020-05-07

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: 05/06/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 98 %
Weighted average percentage of fractured, coarse, 1 faced particles: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/7/2020