Summary for Test 2019-04-29-20-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213720
DEA: 024H2004
EFIS: 0218000094
DIST-CO-RTE-PM02-SHA-89-26.3/29.2
Award Date12/19/2018
Closeout Date08/06/2019
Work DescriptionPAVEMENT OVERLAY
Location DescriptionSHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
QA Service Level1 (Verified on 01/04/2019)

Sample Information

Sample Taken Date04/29/2019 Sample Unique Key20
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 testing04/30/2019
Sample typeVerification A brief description of the sampleUntreated Virgin 1/2-inch Type A Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedSource
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD77860F Linked DIME Sample ID
The fabricator/manufacturer/facility nameShaw Pit Transportation Laboratory (TL) Number827788
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)91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample19-1278.105B
The plant numberUnknown A detailed description of where the material sample was collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberJMF 19-05-S2 Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-29-20
DIME Test ID: 2019-04-29-20-2
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: 2019-06-06

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: Colt Sweeny
Date of test: 06/03/2019
Mass of fractured, coarse, 2 faced particles tested: 763.4 g
Mass of questionable, coarse, 2 faced particles tested: 9.4 g
Mass of unfractured, coarse, 2 faced particles tested: 7.5 g
Mass of fractured, coarse, 1 faced particles tested: 768.8 g
Mass of questionable, coarse, 1 faced particles tested: 11.5 g
Mass of unfractured, coarse, 1 faced particles tested: 0 g
Mass of fractured, fine, 1 faced particles tested: 111 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: 1 %
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: 98 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/6/2019