Test 2020-08-12-46-1 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214899
DEA: 033H4504
EFIS: 0318000001
DIST-CO-RTE-PM03-ED-50-33.8/34.2
Work DescriptionCONSTRUCT RW, WIDEN RDWY, COLD PLANE AC PVMT, & HMA OVERLAY.
Location DescriptionEL DORADO COUNTY AT FRESH POND FROM 0.6 TO 0.2 MILE WEST OF FOREST ROAD/OUTER LIMITS LANE
Sample Information
Sample Taken Date8/12/2020 Sample Unique Key46
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 testing8/13/2020
Sample typeVerification A brief description of the sample3/4 inch HMA - A
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJames Last name of sampler or witnessed byBrewster (WITNESS)
Title of samplerTeichert Personnel Laboratory sample identificationJMF20-034
The fabricator/manufacturer/facility nameTeichert Aggresgates - Grantline Plant Transportation Laboratory (TL) NumberC788460
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)91-34-0047
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 collectedBatch Plant Hot 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 JMF3513-2020-228
Test Details
DIME Sample ID: 2020-08-12-46
DIME Test ID: 2020-08-12-46-1
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: 2020-12-14
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: Jeff Herbert
Date of test: 08/14/2020
Weighted average percentage of fractured, coarse, 2 faced particles:91 %
Weighted average percentage of fractured, coarse, 1 faced particles:97 %
Percentage of fractured, fine, 1 faced particles tested:98 %
General comments (publicly viewable) (Max 1000 characters): JMF20-034. Test date estimated

Test was verified on 12/14/2020