Summary for Test 2021-07-23-5-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 215609
DEA: 074W9404
EFIS: 0720000196
DIST-CO-RTE-PM07-LA-101-0.0/1.0
Award Date05/06/2021
Closeout Date07/14/2022
Work DescriptionCOLD PLANE AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT, SLURRY SEAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM ROUTE 10/101 SEPARATION TO SPRING STREET OVERCROSSING
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date07/23/2021 Sample Unique Key5
Date that the sample was received by the laboratory/organization performing the testing07/27/2021 Sample typeVerification
A brief description of the sampleJMF 4/2" RHMA-G-WMA, 0.6% Evotherm The quantity of what the sample constitutes4 Bags of Combined Aggregate
From where was the sample collectedManufacturer First name of sampler or witnessed byBlue Diamond Irwindale
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0431G-21
Linked DIME Sample ID The fabricator/manufacturer/facility nameBlue Diamond Material-Irwindale
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)91-19-0052 UNITED ROCK CORPORATION OLIVE PIT MINE
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-WMA The fabricator/manufacturer designation for the sample
The plant number300191 WMA A detailed description of where the material sample was collectedBelt Cut at Blue Diamond Irwindale 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: 2021-07-23-5
DIME Test ID: 2021-07-23-5-7
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: 2021-08-04

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: Michael Magana
Date of test: 08/02/2021
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/4/2021 ✔