Summary for Test 2020-10-27-1-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 215201
DEA: 080G9204
EFIS: 0818000194
DIST-CO-RTE-PM08-SBD-18-94.2
Award Date09/01/2020
Closeout DateNot set
Work DescriptionWiden RTE 18 TO 6 Lanes, Realign &Widen
Location DescriptionApple Valley Road
QA Service Level2 (Verified on 10/02/2020)

Sample Information

Sample Taken Date10/27/2020 Sample Unique Key1
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 testing10/28/2020
Sample typeVerification A brief description of the sampleJMF 3/4" RHMA-G-SP 0.60% LAS
The quantity of what the sample constitutes4 Bags Pf Combined Coldfeed Agg., From where was the sample collectedManufacturer
First name of sampler or witnessed byAlex Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0637G-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameBlue Diamond Materials 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)91-36-0046, 91-36-0106
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number300072 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 sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID

Test Details

DIME Sample ID: 2020-10-27-1
DIME Test ID: 2020-10-27-1-2
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: 2020-11-16

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: 11/03/2020
Weighted average percentage of fractured, coarse, 2 faced particles:98 %
Weighted average percentage of fractured, coarse, 1 faced particles:99 %
Percentage of fractured, fine, 1 faced particles tested:100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/16/2020