Summary for Test 2019-07-19-24-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213962
DEA: 010J3304
EFIS: 0119000010
DIST-CO-RTE-PM01-MEN-101-24.7
Award Date04/16/2019
Closeout Date11/13/2019
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND HOT MIX ASPHALT OVERLAY.
Location DescriptionMENDOCINO COUNTY NEAR UKIAH AT UKIAH MAINTENANCE FACILITY 90 WEST LAKE MENDOCINO DRIVE
QA Service Level1 (Verified on 06/18/2019)

Sample Information

Sample Taken Date07/19/2019 Sample Unique Key24
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 testing07/19/2019
Sample typeVerification A brief description of the sample3/4 Cold feed
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byTroy Last name of sampler or witnessed byLee
Title of sampler Telephone number of sampler
Laboratory sample identification19-167 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Ukiah Transportation Laboratory (TL) Number978570
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)91-23-0015::HARRIS QUARRY
The fabricator's/manufacturer's product name for the sample3082 The fabricator/manufacturer designation for the sample3082-0.75in WMAPG 76-22PMR15
The plant numberUnknown A detailed description of where the material sample was collectedCold Feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-07-19-24
DIME Test ID: 2019-07-19-24-2
Testing Lab: CT D01 - District 1 Materials 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: 2019-10-01

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: Leif Ayres
Date of test: 10/01/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 100 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/1/2019