Test 2020-03-23-6-1 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 213579
DEA: 051C2504
EFIS: 0512000107
DIST-CO-RTE-PM05-MON-68-1.6/L4.1
Work DescriptionSHOULDER WIDENING, RUMBLE STRIPS, STRIPING, AND UPGRADE GUARDRAIL.
Location DescriptionMONTEREY COUNTY IN AND NEAR MONTEREY AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF PIEDMONT AVENUE TO 0.1 MILE EAST OF SCENIC DRIVE OVERCROSSING
Sample Information
Sample Taken Date3/23/2020 Sample Unique Key6
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 testing3/25/2020
Sample typeVerification A brief description of the sampleBags of Aggregate
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byRomiza
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Salinas 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)91-27-0028::HANDLEY RANCH QUARRY
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedAt the Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-107
Test Details
DIME Sample ID: 2020-03-23-6
DIME Test ID: 2020-03-23-6-1
Testing Lab: CT D05 - Field 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: 2020-04-09
Test Results

Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 04/02/2020
Weighted average percentage of fractured, coarse, 2 faced particles:99 %
Percentage of fractured, fine, 1 faced particles tested:99 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/09/2020