Summary for Test 2020-07-30-20-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214859
DEA: 120R8804
EFIS: 1219000050
DIST-CO-RTE-PM12-ORA-39-19.0/22.6
Award Date05/15/2020
Closeout Date01/15/2021
Work DescriptionCOLD PLANE AC PAVEMENT, PLACE RHMA AND INDUCTIVE LOOP DETECTOR.
Location DescriptionIN ORANGE COUNTY IN LA HABRA FROM WESTRIDGE PLAZA NORTH TO HARBOR BOULEVARD
QA Service Level1 (Verified on 08/13/2020)

Sample Information

Sample Taken Date07/30/2020 Sample Unique Key20
Date that the sample was received by the laboratory/organization performing the testing07/31/2020 Sample typeVerification
A brief description of the sampleJMF 1/2" RHMA-G-WMA 0.6% Evotherm The quantity of what the sample constitutes4 Bags Combined Agg.,
From where was the sample collectedManufacturer First name of sampler or witnessed byLoi
Last name of sampler or witnessed byNguyen Title of sampler
Telephone number of sampler Laboratory sample identification0472G-20
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
The fabricator's/manufacturer's product name for the sample 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: 2020-07-30-20
DIME Test ID: 2020-07-30-20-2
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: 2020-08-10

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: 08/05/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 98 %
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 8/10/2020 ✔