Summary for Test 2021-02-05-10-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 215083
DEA: 07307504
EFIS: 0714000217
DIST-CO-RTE-PM07-LA-101-11.8/31.1
Award Date09/21/2020
Closeout Date08/25/2022
Work DescriptionPLACE RHMA-G, MODIFY RAMP METERING AND SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionLOS ANGELES COUNTY FROM TUJUNGA AVENUE UNDERCROSSING TO LAS VIRGENES ROAD OVERCROSSING
QA Service Level1 (Verified on 11/18/2020)

Sample Information

Sample Taken Date02/05/2021 Sample Unique Key10
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 testing02/10/2021
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R15 0.5 % LAS
The quantity of what the sample constitutes10 Bags of Aggregate, 1 Bag of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Sun Valley Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0143A-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan - Sun Valley 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 or name of Pit)91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number220831 SVA SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Sun Valley Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-02-05-10
DIME Test ID: 2021-02-05-10-2
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: 2021-02-22

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: 02/18/2021
Weighted average percentage of fractured, coarse, 2 faced particles: 96 %
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 2/22/2021