Summary for Test 2019-11-22-14-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214609
DEA: 081L4704
EFIS: 0820000082
DIST-CO-RTE-PM08-SBD-62-95, 95.0-96.0
Award Date11/25/2019
Closeout Date06/23/2021
Work DescriptionRepair Damaged Roadway - Emergency Work
Location DescriptionSan Bernardino County above PM95 on SR62
QA Service Level1 (Verified on 01/06/2020)

Sample Information

Sample Taken Date11/22/2019 Sample Unique Key14
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 testing11/25/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R25
The quantity of what the sample constitutesJMF 10 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byGranite Indio Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0696A-019 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Indio 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, name of Pit or Job Site)91-33-0072, Granitie Construction Company
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R25 The fabricator/manufacturer designation for the sample1535
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Granite Indio 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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-11-22-14
DIME Test ID: 2019-11-22-14-2
Testing Lab: CT D08 - Fontana 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: Satish Jain
Date of test: 12/05/2019
Weighted average percentage of fractured, coarse, 2 faced particles: 99 %
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 5/7/2020