Test 2020-05-06-15-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214520
DEA: 051H9804
EFIS: 0517000043
DIST-CO-RTE-PM05-SB-101-78.4/79.0
Work DescriptionROADWAY EXCAVATION, PLACE AGGREGATE BASE, HMA AND RHMA-G.
Location DescriptionSANTA BARBARA COUNTY NEAR SANTA MARIA FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF SOLOMON SUMMIT UNDERCROSSING
Sample Information
Sample Taken Date5/6/2020 Sample Unique Key15
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 testing5/13/2020
Sample typeVerification A brief description of the sampleLime treated and Virgin Aggs
The quantity of what the sample constitutesOne JMF verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCal Last name of sampler or witnessed byPortland
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCalPortland Garey 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)91-42-0014
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 Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-126
Test Details
DIME Sample ID: 2020-05-06-15
DIME Test ID: 2020-05-06-15-2
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: 2020-05-19
Test Results

Method: 1 - Combined 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: 05/18/2020
Percentage of fractured, coarse, 2 faced particles tested:99 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/19/2020