Summary for Test 2020-08-08-6-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date08/08/2020 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 testing08/12/2020
Sample typeVerification A brief description of the sampleJMF 1/2" A-SP R15 0.25% EVO
The quantity of what the sample constitutes8 Bags Of Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byJay Last name of sampler or witnessed byOlksen
Title of sampler Telephone number of sampler
Laboratory sample identification0494A-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials-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, name of Pit or Job Site)91-19-0035::FISH CANYON QUARRY
The fabricator's/manufacturer's product name for the sample1/2 WMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number320914 SVA LTR 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 Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-08-6
DIME Test ID: 2020-08-08-6-2
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: 2020-08-28

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: Michael Magana
Date of test: 08/24/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 99 %
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 8/28/2020