Test 2020-09-21-28-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214591
DEA: 051M2704
EFIS: 0519000089
DIST-CO-RTE-PM05-SB-150-0.0/2.2
Work DescriptionRHMA OVERLAY, FULL WIDTH SEGMENT CORRECTION AND COLD PLANE AC.
Location DescriptionSANTA BARBARA COUNTY IN AND NEAR CARPINTERIA FROM ROUTE 101/150 SEPARATION TO VENTURA COUNTY LINE
Sample Information
Sample Taken Date9/21/2020 Sample Unique Key28
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 testing9/22/2020
Sample typeVerification A brief description of the sampleTreated and Untreated Aggs
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byMark Last name of sampler or witnessed byBennett
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameVulcan Saticoy 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)91-19-0020
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 collectedAt the Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2020-205
Test Details
DIME Sample ID: 2020-09-21-28
DIME Test ID: 2020-09-21-28-2
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: 2020-09-25
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: Historical
Date of test: 09/25/2020
Weighted average percentage of fractured, coarse, 2 faced particles:98 %
Percentage of fractured, fine, 1 faced particles tested:98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/25/2020