Summary for Test 2020-05-06-13-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214630
DEA: 073W7704
EFIS: 0717000100
DIST-CO-RTE-PM07-LA-60-R25.5/R30.5
Award Date03/24/2020
Closeout Date01/28/2021
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RHMA-G.
Location DescriptionLOS ANGELES COUNTY IN DIAMOND BAR AND POMONA FROM DIAMOND BAR BOULEVARD UNDERCROSSING TO SAN BERNARDINO COUNTY LINE.
QA Service Level1 (Verified on 05/20/2020)

Sample Information

Sample Taken Date05/06/2020 Sample Unique Key13
Date that the sample was received by the laboratory/organization performing the testing05/12/2020 Sample typeVerification
A brief description of the sample1/2 RHMA-G-SP Aggregate The quantity of what the sample constitutesJMF 4 Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byG
Last name of sampler or witnessed byZubieta Title of sampler
Telephone number of sampler Laboratory sample identification0225G-20
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Materials Corona
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)91-33-0027, 91-33-0073
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sampleUnknown
The plant number326120 CORD LTR A detailed description of where the material sample was collectedBelt Cut at Vulcan Corona Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-06-13
DIME Test ID: 2020-05-06-13-2
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: 2020-05-20

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: 05/18/2020
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 5/20/2020 ✔