Test 2020-09-17-19-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214629
DEA: 051H9304
EFIS: 0517000017
DIST-CO-RTE-PM05-SLO-46-R17.2/R17.6
Work DescriptionCONSTRUCT ROUNDABOUT.
Location DescriptionSAN LUIS OBISPO COUNTY NEAR TEMPLETON FROM 0.2 MILE WEST TO 0.2 MILE EAST OF VINEYARD DRIVE
Sample Information
Sample Taken Date9/17/2020 Sample Unique Key19
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 testing9/25/2020
Sample typeVerification A brief description of the sampleBags of Aggregates
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byLarry Last name of sampler or witnessed byScott
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameCalPortland Paso Robles 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)91-40-0013
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 Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2020-206
Test Details
DIME Sample ID: 2020-09-17-19
DIME Test ID: 2020-09-17-19-2
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: 2020-10-01
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: Historical
Date of test: 10/01/2020
Weighted average percentage of fractured, coarse, 2 faced particles:98 %
Weighted average percentage of fractured, coarse, 1 faced particles:99 %
Percentage of fractured, fine, 1 faced particles tested:97 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/01/2020