Test 2020-06-19-23-1 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214841
DEA: 034H1004
EFIS: 0318000176
DIST-CO-RTE-PM03-SIE-49-9.2/24.7
Work DescriptionINSTALL RETAINING STRUCTURE AND RSP CONCRETE EMBANKMENT.
Location DescriptionSIERRA COUNTY ON ROUTE 49 AT VARIOUS LOCATIONS
Sample Information
Sample Taken Date6/19/2020 Sample Unique Key23
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 testing6/22/2020
Sample typeVerification A brief description of the sample3/4" HMA - A
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byChris Last name of sampler or witnessed byHawkins (WITNESS)
Title of samplerVulcan personnel Laboratory sample identificationJMF20-026
The fabricator/manufacturer/facility nameVulcan Materials GVA Transportation Laboratory (TL) Numberc777828
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)91-29-0006
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 collectedHot Bins
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 JMF3513-2021-23
Test Details
DIME Sample ID: 2020-06-19-23
DIME Test ID: 2020-06-19-23-1
Testing Lab: CT D03 - North Region Materials 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: 2021-02-08
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: Thomas Stinnett
Date of test: 07/02/2020
Weighted average percentage of fractured, coarse, 2 faced particles:92 %
Weighted average percentage of fractured, coarse, 1 faced particles:96 %
Percentage of fractured, fine, 1 faced particles tested:98 %
General comments (publicly viewable) (Max 1000 characters): JMF20-026. Test date estimated.

Test was verified on 02/08/2021