Summary for Test 2019-06-19-9-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214060
DEA: 073W9904
EFIS: 0717000162
DIST-CO-RTE-PM07-LA-27-0.0/10.8
Award Date05/13/2019
Closeout Date06/05/2020
Work DescriptionAPPLY SLURRY SEAL TO ROADWAY
Location DescriptionLOS ANGELES COUNTY NEAR LOS ANGELES FROM ROUTE 1 TO 0.1 MILE NORTH OF CEZANNE AVENUE
QA Service Level1 (Verified on 07/05/2019)

Sample Information

Sample Taken Date06/19/2019 Sample Unique Key9
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 testing06/24/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesJMF 12 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byMatthew Last name of sampler or witnessed byPherreigo
Title of samplerVulcan Sun Valley Technician Telephone number of sampler
Laboratory sample identification0369A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSheldon, Boulevard, Big Rock Creek 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)Sheldon, Boulevard, Big Rock Creek
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample220831 SVA LTR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-06-19-9
DIME Test ID: 2019-06-19-9-2
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: 2019-08-22

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: 07/05/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 94 %
Weighted average percentage of fractured, coarse, 1 faced particles: 97 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/22/2019