Summary for Test 2022-02-16-29-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 993252
DEA: 030H6504
EFIS: 0316000003
DIST-CO-RTE-PM03-COL-20-34.8/36.5
Award Date11/17/2021
Closeout Date07/21/2023
Work DescriptionRDWY EXCAVATION, COLD PLANE AC PVMT, & OVERLAY.
Location DescriptionCOLUSA COUNTY 1.7 MILES EAST OF COLUSA FROM NIAGARA AVENUE TO 0.3 MILE WEST OF STEIDLMAYER ROAD
QA Service Level1 (Verified on 09/27/2021)

Sample Information

Sample Taken Date02/16/2022 Sample Unique Key29
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 testing02/16/2022
Sample typeVerification A brief description of the sample3/4 HMA-A
The quantity of what the sample constitutes4 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byTeichert Last name of sampler or witnessed byPersonel
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Marysville 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, name of Pit or Job Site)91-58-0006
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 collectedManufacturer
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-02-16-29
DIME Test ID: 2022-02-16-29-2
Testing Lab: CT D03 - Olivehurst Northern Regional 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: 2022-06-14

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 Vang
Date of test: 02/24/2022
Weighted average percentage of fractured, coarse, 2 faced particles: 91 %
Weighted average percentage of fractured, coarse, 1 faced particles: 96 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters): JMF22-008

Test was verified on 6/14/2022