Test 2020-10-25-7-1 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Sample Information
Sample Taken Date10/25/2020 Sample Unique Key7
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 testing1/7/2021
Sample typeVerification A brief description of the sample3/4" Sized untreated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJ. Buscheck (WITNESS) Last name of sampler or witnessed byTeichert Personnel (SAMPLER)
Title of sampler Laboratory sample identificationJMF21-002
The fabricator/manufacturer/facility nameTeichert Perkins Batch 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)91-34-0045
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 JMF3513-2021-34
Test Details
DIME Sample ID: 2020-10-25-7
DIME Test ID: 2020-10-25-7-1
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: 2021-03-22
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: Thomas Stinnett
Date of test: 03/02/2021
Weighted average percentage of fractured, coarse, 2 faced particles:92 %
Weighted average percentage of fractured, coarse, 1 faced particles:98 %
Percentage of fractured, fine, 1 faced particles tested:97 %
General comments (publicly viewable) (Max 1000 characters): JMF21-002.

Test was verified on 03/22/2021