Summary for Test 2021-03-19-2-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 215188
DEA: 080F5434
EFIS: 0817000239
Permit Numbers: 0823NMC0369
DIST-CO-RTE-PM08-RIV-I-15,SR-91-6.1-7.6
Award Date03/11/2020
Closeout Date06/05/2024
Work DescriptionI-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location DescriptionJunction of I-15 and SR-91 in Corona, CA
QA Service Level1 (Verified on 09/16/2020)

Sample Information

Sample Taken Date03/19/2021 Sample Unique Key2
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 testing03/22/2021
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R15, 0.5% LAS
The quantity of what the sample constitutes3 Bags of Coldfeed Aggregate, 1 Bag of RAP From where was the sample collectedManufacturer
First name of sampler or witnessed byRJ Noble Corona Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0166A-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameRJ Noble Company 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)91-33-0014, 91-33-0039
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number36R1501SPWC A detailed description of where the material sample was collectedBelt Cut at RJ Noble Corona Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-03-19-2
DIME Test ID: 2021-03-19-2-2
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: 2021-03-30

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: 03/29/2021
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
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 3/30/2021