Summary for Test 2019-08-03-2-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213647
DEA: 080N9724
EFIS: 0815000102
DIST-CO-RTE-PM08-SBD-395-35.5/39.1
Award Date12/03/2018
Closeout Date12/02/2019
Work DescriptionCONSTRUCT MEDIAN AND WIDENING SHOULDER
Location DescriptionSAN BERNARDINO COUNTY NEAR ADELANTO FROM 1.3 MILES SOUTH TO 2.3 MILES NORTH OF KRAMER ROAD
QA Service Level1 (Verified on 03/05/2019)

Sample Information

Sample Taken Date08/03/2019 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing08/05/2019 Sample typeVerification
A brief description of the sample1/2 RHMA-G-SP The quantity of what the sample constitutesPSE 11 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byLarry
Last name of sampler or witnessed byAllan Title of sampler
Telephone number of sampler Laboratory sample identification0463G-19
Linked DIME Sample ID The fabricator/manufacturer/facility nameOro Grande, White Mountain,
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Oro Grande, White Mountain
The fabricator's/manufacturer's product name for the sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample300191-LSM
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Blue Diamond Victorville Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-08-03-2
DIME Test ID: 2019-08-03-2-2
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: 2019-08-22

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: 08/08/2019
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 8/22/2019 ✔