Summary for Test 2024-04-29-39-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 993387
DEA: 07323404
EFIS: 0716000064
DIST-CO-RTE-PM07-LA-5-R59.5/R67.9
Award Date02/25/2022
Closeout Date06/30/2026
Work DescriptionPLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING
QA Service Level1 (Verified on 12/06/2021)

Sample Information

Sample Taken Date04/29/2024 Sample Unique Key39
Date that the sample was received by the laboratory/organization performing the testing05/06/2024 Sample typeVerification
A brief description of the sampleJMF-3/4" WMA-A-SP R15 0.5% EVO The quantity of what the sample constitutes10 Bags Of Bin Agg., 1 Bag Rap
From where was the sample collectedManufacturer First name of sampler or witnessed byEsteban
Last name of sampler or witnessed bySalgado Title of sampler
Telephone number of sampler Laboratory sample identification0215A-24
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
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0035
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
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number220826 SVA SJR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-04-29-39
DIME Test ID: 2024-04-29-39-7
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: 2024-06-13

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: Satish Jain
Date of test: 05/12/2024
Percentage of fractured, coarse, 2 faced particles tested: 99 %
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 6/13/2024 ✔