Test 2021-04-27-28-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 214511
DEA: 010E0004
EFIS: 0113000091
DIST-CO-RTE-PM01-HUM-101-84.4/84.8
Work DescriptionBRIDGE RAIL REPLACEMENT.
Location DescriptionHUMBOLDT COUNTY NEAR ARCATA FROM JACOBY CREEK BRIDGE TO GANNON SLOUGH BRIDGE
Sample Information
Sample Taken Date4/27/2021 Sample Unique Key28
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 testing5/25/2021
Sample typeDispute Resolution A brief description of the sample1/2" HMA NO RAP
The quantity of what the sample constitutes_ From where was the sample collectedManufacturer
First name of sampler or witnessed by_ Last name of sampler or witnessed by_
Title of sampler Laboratory sample identification21-JMF-0102
The fabricator/manufacturer/facility nameMercer Fraser - Fortuna 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)91-12-0002
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 collectedPlant
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 HMA Design ID
Test Details
DIME Sample ID: 2021-04-27-28
DIME Test ID: 2021-04-27-28-2
Testing Lab: CT HQ - Sacramento Aggregate Testing 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: 2021-06-07
Test Results

Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Jay Horton
Date of test: 06/04/2021
Mass of fractured, coarse, 2 faced particles tested: 688.1 g
Mass of questionable, coarse, 2 faced particles tested: 5.1 g
Mass of unfractured, coarse, 2 faced particles tested: 1 g
Mass of fractured, coarse, 1 faced particles tested: 694.1 g
Mass of questionable, coarse, 1 faced particles tested: 5.1 g
Mass of unfractured, coarse, 1 faced particles tested: 1 g
Mass of fractured, fine, 1 faced particles tested: 26.6 g
Mass of questionable, fine, 1 faced particles tested: 0.4 g
Mass of unfractured, fine, 1 faced particles tested: 0.2 g
Percentage of questionable, coarse, 2 faced particles tested: 1 %
Percentage of questionable, coarse, 1 faced particles tested: 1 %
Percentage of questionable, fine, 1 faced particles tested: 1 %
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters): - Crushed particles, coarse aggregate one fractured face. - Crushed particles, coarse aggregate two fractured faces. - Crushed particles, fine aggregate (Passing No. 4 sieve and retained on No. 8 sieve) one fractured face.

Test was verified on 06/07/2021