Summary for Test 2020-05-13-33-3

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213485
DEA: 032F9804
EFIS: 0312000026
DIST-CO-RTE-PM03-COL-20-31.7/32.9
Award Date10/15/2018
Closeout Date05/11/2022
Work DescriptionPAVEMENT REHABILITATION
Location DescriptionCOLUSA COUNTY IN AND NEAR COLUSA FROM 0.1 MILE EAST OF THE MARKET STREET/STATE ROUTE 20 INTERSECTION TO 0.1 MILE SOUTH OF BUTTE VISTA DRIVE
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date05/13/2020 Sample Unique Key33
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 testing05/19/2020
Sample typeVerification A brief description of the sample3/4 cold feed and rap
The quantity of what the sample constitutes3 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMcKeehan
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Hallwood 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::HALLWOOD PLANT
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 collectedAgg sampler at drum 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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-13-33
DIME Test ID: 2020-05-13-33-3
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: 2020-07-17

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 Faced
Input Type: Calculated
Tester's full name: Jeff Herbert
Date of test: 06/08/2020
Weighted average percentage of fractured, coarse, 1 faced particles: 96 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/17/2020