Summary for Test 2021-03-29-13-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214850
DEA: 081K1404
EFIS: 0818000200
DIST-CO-RTE-PM08-RIV-10-R139.0/R155.0
Award Date05/08/2020
Closeout Date11/09/2021
Work DescriptionSTRUCTURE CONCRETE, FURNISH AND PLACE POLYESTER CONCRETE.
Location DescriptionRIVERSIDE COUNTY IN AND NEAR BLYTHE FROM ISORA DITCH TO ROUTE 10/95 SEPARATION
QA Service Level1 (Verified on 08/18/2020)

Sample Information

Sample Taken Date03/29/2021 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing04/06/2021 Sample typeVerification
A brief description of the sampleJMF 1/2" HMA-A-SP R15 0.5% LAS The quantity of what the sample constitutes8 Bags of Aggregate, 2 Bags of RAP
From where was the sample collectedManufacturer First name of sampler or witnessed byChris
Last name of sampler or witnessed byLawless Title of sampler
Telephone number of sampler Laboratory sample identification0194A-21
Linked DIME Sample ID The fabricator/manufacturer/facility nameCalifornia Commercial Asphalt - Coachella
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)91-33-0084
The fabricator's/manufacturer's product name for the sample1/2 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number41217333 A detailed description of where the material sample was collectedBelt Cut at California Commercial Asphalt Coachella 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: 2021-03-29-13
DIME Test ID: 2021-03-29-13-2
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: 2021-04-28

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: 04/16/2021
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 4/28/2021 ✔