Summary for Test 2020-05-20-22-2

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 Date05/20/2020 Sample Unique Key22
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 testing06/04/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15 Aggregates and RAP
The quantity of what the sample constitutesPSUE 5 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Corona Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0297-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Corona 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 or name of Pit)91-33-0027, 91-33-0073
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sampleUnknown
The plant number220831 CORD SJR 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 Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID

Test Details

DIME Sample ID: 2020-05-20-22
DIME Test ID: 2020-05-20-22-2
Testing Lab: CT - 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: 2020-06-10

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: 06/06/2020
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 6/10/2020