Summary for Test 2025-03-08-12-4

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 994582
DEA: 073203U4
EFIS: 0722000071
DIST-CO-RTE-PM07-LA-91,605-R16.6/R16.8,R0.0/R10.4
Award Date06/20/2023
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT AND HIGH FRICTION SURFACE TREATMENT.
Location DescriptionLOS ANGELES COUNTY ON ROUTE 605 FROM 0.2 MILE NORTH OF KATELLA AVENUE UNDECROSSING TO 0.1 MILE NORTH OF TELEGRAPH ROAD UNDERCROSSING AND ON ROUTE 91 FROM 0.4 MILE WEST OF ROUTE 605 UNDERCROSSING TO 0.2 MILE WEST OF ROUTE 605 UNDERCROSSING
QA Service Level1 (Verified on 07/12/2023)

Sample Information

Sample Taken Date03/08/2025 Sample Unique Key12
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 testing03/10/2025
Sample typeVerification A brief description of the samplePSUE 3/4" WMA-A-SP R25 0.50% EVO
The quantity of what the sample constitutes4 bags of comb agg, 2 bags of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byThomas Shiver Last name of sampler or witnessed byVulcan - QC
Title of sampler Telephone number of sampler
Laboratory sample identification0158A-25 Linked DIME Sample ID
The fabricator/manufacturer/facility nameIngevity, Valero, Fish Canyon Irwindale, Vulcan Sun Valley 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)91-19-0035, 91-19-0016
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number 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 number220200W SVA VLO Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-03-08-12
DIME Test ID: 2025-03-08-12-4
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: 2026-01-30

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Ronica B
Date of test: 03/14/2025
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/30/2026