Test 2021-05-17-7-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 215309
DEA: 09385904
DIST-CO-RTE-PM09-KER-14-R12.6/L16.2
Work DescriptionCOLD PLANE AND PLACE HMA (TYPE A).
Location DescriptionKERN COUNTY AT AND NEAR MOJAVE FROM 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING TO 0.1 MILE NORTH OF BUSINESS 58 EAST
Sample Information
Sample Taken Date5/17/2021 Sample Unique Key7
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 testing5/19/2021
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R15 1.0% LAS
The quantity of what the sample constitutes4 Bags Coldfeed Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byS Last name of sampler or witnessed byAhumada
Title of sampler Laboratory sample identification0289A-21
The fabricator/manufacturer/facility nameGriffith Edmonston-Lebec 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)91-15-0068
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant numberGRF 15 G3 2 A detailed description of where the material sample was collectedBelt Cut at Griffith Edmonston
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 JMF Verification ID
Test Details
DIME Sample ID: 2021-05-17-7
DIME Test ID: 2021-05-17-7-2
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: 2021-06-02
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: Satish Jain
Date of test: 05/28/2021
Percentage of fractured, coarse, 2 faced particles tested:96 %
Percentage of fractured, coarse, 1 faced particles tested:99 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/02/2021