Test 2021-04-19-40-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 215179
DEA: 010F4704
EFIS: 0116000011
DIST-CO-RTE-PM01-HUM-299-30.7/37.7
Work DescriptionPLACE HMA & RHMA-G & CONSTRUCT SOLDIER PILE WALL.
Location DescriptionHUMBOLDT COUNTY NEAR WILLOW CREEK AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 1.1 MILES WEST OF ROUTE 96 JUNCTION
Sample Information
Sample Taken Date4/19/2021 Sample Unique Key40
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 testing6/8/2021
Sample typeDispute Resolution A brief description of the sample3/4" HMA PG64-16 NO RAP
The quantity of what the sample constitutes2 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byna Last name of sampler or witnessed byna
Title of sampler Laboratory sample identification21-JMFDP-0110
The fabricator/manufacturer/facility nameMercer Fraser - Willow Creek 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)91-12-0007
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 Size3/4 inch
The concrete mix design number Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2021-04-19-40
DIME Test ID: 2021-04-19-40-2
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: 2021-06-18
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: Ryan Kester
Date of test: 06/16/2021
Mass of fractured, coarse, 2 faced particles tested: 1264.5 g
Mass of questionable, coarse, 2 faced particles tested: 33.8 g
Mass of unfractured, coarse, 2 faced particles tested: 24.5 g
Mass of fractured, coarse, 1 faced particles tested: 1311 g
Mass of questionable, coarse, 1 faced particles tested: 10.5 g
Mass of unfractured, coarse, 1 faced particles tested: 1.2 g
Mass of fractured, fine, 1 faced particles tested: 25.4 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0 g
Percentage of questionable, coarse, 2 faced particles tested: 3 %
Percentage of questionable, coarse, 1 faced particles tested: 1 %
Percentage of questionable, fine, 1 faced particles tested: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 97 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
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 06/18/2021