Test 2021-08-13-34-7 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 215605
DEA: 040W3904
EFIS: 0420000212
DIST-CO-RTE-PM04-CC-160-L1.1/0.6
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA (A).
Location DescriptionCONTRA COSTA COUNTY IN ANTIOCH FROM 0.2 MILE SOUTH OF MAIN STREET TO 0.1 MILE NORTH OF WILBUR AVENUE
Sample Information
Sample Taken Date8/13/2021 Sample Unique Key34
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing8/13/2021
Sample typeVerification A brief description of the sample3 Bags of Mix Aggregates
The quantity of what the sample constitutes3 Bags of Mix Aggregates From where was the sample collectedManufacturer
First name of sampler or witnessed byClint Last name of sampler or witnessed byRogers
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameABM ANTIOCH 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)91-07-0004
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedABM CONTINUOUS PLANT
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2021-76
Test Details
DIME Sample ID: 2021-08-13-34
DIME Test ID: 2021-08-13-34-7
Testing Lab: CT D04 - DME / District Lab
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: 2021-09-09
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: Nicholas Shelly
Date of test: 08/18/2021
Percentage of fractured, coarse, 2 faced particles tested:96 %
Percentage of fractured, coarse, 1 faced particles tested:100 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/09/2021