Test 2018-02-20-7-1 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 212852
DEA: 010H7604
EFIS: 0118000101
DIST-CO-RTE-PM01-MEN-101-33.0/42.0
Work DescriptionFire Damage Repairs: Roadway Repair, Drainage/Slope Repair, Erosion Control, Fencing, MBGR and Sign Replacement, Hazard Tree and Debris Removal.
Location DescriptionNot set
Sample Information
Sample Taken Date2/20/2018 Sample Unique Key7
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 testing2/21/2018
Sample typeVerification A brief description of the sample0.5in HMA-A 15 RAP PG64-16
The quantity of what the sample constitutesYearly Production From where was the sample collectedManufacturer
First name of sampler or witnessed byA Last name of sampler or witnessed byE
Title of samplerTET Laboratory sample identification61894
The fabricator/manufacturer/facility nameGranite Ukiah Transportation Laboratory (TL) Number978554
Inspector Lot Number from the Transportation Laboratory (TL) Form75841-6002-4 Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-23-0015::HARRIS QUARRY, 91-17-0035 Highway 175
The fabricator's/manufacturer's product name for the sample1060_1/2 HMA64-16R15LAS-SP The fabricator/manufacturer designation for the sample1060_1/2 HMA64-16R15LAS-SP
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 Size1/2 inch
The concrete mix design numberUnknown Lot numberNot set
Sublot numberNot set JMF Verification ID JMF3512-2018-18-1060_1/2"HMA64-16R15-LAS-SP
Test Details
DIME Sample ID: 2018-02-20-7
DIME Test ID: 2018-02-20-7-1
Testing Lab: CT D01 - Field 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: 2018-03-23
Test Results

Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 Faced
Input Type: Calculated
Tester's full name: Leif Ayres
Date of test: 03/16/2018
Percentage of fractured, coarse, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/16/2018