Summary for Test 2021-04-08-8-11

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 Date04/08/2021 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing04/09/2021 Sample typeVerification
A brief description of the sampleJMF 3/4" HMA-A-SP R15 0.5% LAS The quantity of what the sample constitutes4 Bags of Coldfeed, 2 Bags 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 identification0166AR-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
Bid ItemNot set

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: 2021-04-08-8
DIME Test ID: 2021-04-08-8-11
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: 2021-04-30

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: Michael Magana
Date of test: 04/20/2021
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 4/30/2021 ✔