Test 2019-11-12-12-2 (AASHTO T335-09r13) Summary

Project Information
Project IdentifiersProject ID: 209695
DEA: 08347704
EFIS: 0800000616
DIST-CO-RTE-PM08-SBD-SR-58-0/12.9
Work Description(Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location DescriptionSR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Sample Information
Sample Taken Date11/12/2019 Sample Unique Key12
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 testing11/13/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSUE 27 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Oro Grande Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0682A-19
The fabricator/manufacturer/facility nameCalmat, Lucerne Valley, Oro Grande Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-36-0042, 91-36-0137
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample224113 ORO SJR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Vulcan Oro Grande Plant
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 JMF Verification ID
Test Details
DIME Sample ID: 2019-11-12-12
DIME Test ID: 2019-11-12-12-2
Testing Lab: CT - Southern 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: 2020-05-07
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: Danilo Ferrer
Date of test: 11/15/2019
Weighted average percentage of fractured, coarse, 2 faced particles:88 %
Weighted average percentage of fractured, coarse, 1 faced particles:97 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/07/2020