Summary for Test 2020-06-03-36-6

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214582
DEA: 020J1704
EFIS: 0219000068
DIST-CO-RTE-PM02-SIS-3-36.0/38.1,R45.0/R46.9
Award Date02/06/2020
Closeout Date08/27/2020
Work DescriptionASPHALT RUBBER CHIP SEAL WITH REPLACE AC SURFACING AND STRIPING.
Location DescriptionSISKIYOU COUNTY IN AND NEAR YREKA FROM 0.2 MILE NORTH OF REIDEL RANCH ROAD TO MOFFETT CREEK ROAD AND FROM 3.5 MILES NORTH OF UPPER SOAP CREEK ROAD TO 0.7 MILE NORTH OF RICHMAN ROAD
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date06/03/2020 Sample Unique Key36
Date that the sample was received by the laboratory/organization performing the testing06/03/2020 Sample typeDepartment Acceptance
A brief description of the sample3/8" Chips and Sand The quantity of what the sample constitutesnot provided
From where was the sample collectedManufacturer First name of sampler or witnessed byJohn
Last name of sampler or witnessed byCarmichael Title of sampler
Telephone number of sampler Laboratory sample identificationD78454
Linked DIME Sample ID The fabricator/manufacturer/facility nameNorthstate Asphalt
Transportation Laboratory (TL) Number990766 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-45-0061 LATONA 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 collectedstock pile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-03-36
DIME Test ID: 2020-06-03-36-6
Testing Lab: CT D02 - Redding 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: 2020-10-12

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced
Input Type: Calculated
Tester's full name: Arthur Mills
Date of test: 06/03/2020
Percentage of fractured, coarse, 2 faced particles tested: 100 %
Percentage of fractured, coarse, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/12/2020 ✔