Test 2020-01-27-25-8 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 213596
DEA: 051C8904
EFIS: 0513000009
DIST-CO-RTE-PM05-MON-101-87.3/R91.5
Work DescriptionPRECAST CONC PVMT, CRACK AND SEAT PAVEMENT AND RECONSTRUCT RAMPS.
Location DescriptionMONTEREY COUNTY IN SALINAS FROM EAST MARKET STREET UNDERCROSSING TO 0.3 MILE SOUTH OF ESPINOSA ROAD
Sample Information
Sample Taken Date1/27/2020 Sample Unique Key25
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 testing2/12/2020
Sample typeVerification A brief description of the sampleAggregate for HMA-A
The quantity of what the sample constitutesOne JMF Renewal 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 identification20-J-002
The fabricator/manufacturer/facility nameGraniterock Aromas Drum Plant 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)91-35-0012::A.R. WILSON 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 collectedFrom 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 JMF3513-2020-95
Test Details
DIME Sample ID: 2020-01-27-25
DIME Test ID: 2020-01-27-25-8
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: 2020-03-02
Test Results

Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Fine 1 Faced
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 03/19/2019
Percentage of fractured, fine, 1 faced particles tested:98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/02/2020