Summary for Test 2018-05-15-29-3

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 212887
DEA: 024F79U4
DIST-CO-RTE-PM02-SHA-151-5.5/R5.8
Award Date01/29/2018
Closeout Date01/08/2019
Work DescriptionHMA/RHMA PAVING AND ADA SIDEWALK WORK.
Location DescriptionSHASTA COUNTY IN SHASTA LAKE CITY FROM PANCAKE HILL DRIVE TO LOCUST AVENUE
QA Service Level1 (Verified on 04/09/2018)

Sample Information

Sample Taken Date05/15/2018 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing05/15/2018 Sample typeVerification
A brief description of the sampleLab-batched, 1/2-inch Type G Aggregate, Unreated The quantity of what the sample constitutesJMF Verification
From where was the sample collectedManufacturer First name of sampler or witnessed byAnthony
Last name of sampler or witnessed byOrtiz Title of samplerTester
Telephone number of samplerUnknown Laboratory sample identificationD77384
Linked DIME Sample IDUnknown The fabricator/manufacturer/facility nameTullis Inc, Northstate Asphalt, Redding CA
Transportation Laboratory (TL) Number002178 Inspector Lot Number from the Transportation Laboratory (TL) FormJMF 18-11-S1
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sampleL180451 The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedLab-batched from untreated stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberJMF 18-11-S1 Lot numberNot set
Sublot numberNot set Aggregate Mix NumberNot set
HMA PayNo

Test Details

DIME Sample ID: 2018-05-15-29
DIME Test ID: 2018-05-15-29-3
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: 2018-08-02

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Colt Sweeny
Date of test: 06/14/2018
Percentage of fractured, coarse, 2 faced particles tested: 97 %
Percentage of fractured, coarse, 1 faced particles tested: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/2/2018 ✔