Summary for Test 2020-06-16-49-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 215041
DEA: 031J1904
EFIS: 0320000169
Award DateNot set
Closeout DateNot set
Work DescriptionIn-kind restoration pvmt. repair w/HMA medium overlay, striping, traffic control, incidental work
Location DescriptionYubat & Sutter Counties at various locaitons
QA Service Level1 (Verified on 07/20/2020)

Sample Information

Sample Taken Date06/16/2020 Sample Unique Key49
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 testing06/16/2020
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 byGRI Personnel Last name of sampler or witnessed byGRI Personnel
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGeorge Reed - Rio Linda 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::WESTERN AGGREGATES
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 collectedWindrow at 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 JMF3513-2020-200

Test Details

DIME Sample ID: 2020-06-16-49
DIME Test ID: 2020-06-16-49-2
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: 2020-09-09

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: 07/30/2020
Weighted average percentage of fractured, coarse, 2 faced particles:97 %
Weighted average percentage of fractured, coarse, 1 faced particles:99 %
Percentage of fractured, fine, 1 faced particles tested:99 %
General comments (publicly viewable) (Max 1000 characters): JMF20-025

Test was verified on 9/9/2020