Test 2021-07-08-55-3 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 215656
DEA: 032G0604
EFIS: 0320000192
DIST-CO-RTE-PM03-SAC-5736-
Work DescriptionREMOVE AND REPLACE CL2 AGGREGATE BASE AND HMA (TYPE A).
Location DescriptionSACRAMENTO COUNTY IN SACRAMENTO AT THE NORTHGATE MAINTENANCE STATION AT 3940 ROSIN COURT
Sample Information
Sample Taken Date7/8/2021 Sample Unique Key55
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 testing9/1/2021
Sample typeVerification A brief description of the sample1/2" untreated virgin Aggregate
The quantity of what the sample constitutes2 bags From where was the sample collectedSupplier
First name of sampler or witnessed by? Last name of sampler or witnessed by?
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGeorge Reed 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)91-58-0001
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 collectedBelt Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2021-79
Test Details
DIME Sample ID: 2021-07-08-55
DIME Test ID: 2021-07-08-55-3
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: 2021-09-24
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: Tom Stinnett
Date of test: 09/02/2021
Weighted average percentage of fractured, coarse, 2 faced particles:97 %
Weighted average percentage of fractured, coarse, 1 faced particles:100 %
Percentage of fractured, fine, 1 faced particles tested:99 %
General comments (publicly viewable) (Max 1000 characters): JMF 21-036

Test was verified on 09/24/2021