Summary for Test 2019-09-20-7-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214032
DEA: 09378604
EFIS: 0918000080
DIST-CO-RTE-PM09-KER-58-R128.9/R135.1
Award Date05/13/2019
Closeout Date12/02/2019
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY NEAR BORON FROM 1.3 MILES EAST OF CALIFORNIA CITY BOULEVARD TO 1.3 MILES WEST OF TWENTY MULE TEAM OVERCROSSING
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date09/20/2019 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 testing09/24/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R25
The quantity of what the sample constitutes10k Milestone 15 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byTim Last name of sampler or witnessed byReyes
Title of sampler Telephone number of sampler
Laboratory sample identification0560A-19 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Little Rock 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)91-19-0008::LITTLEROCK
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R25 The fabricator/manufacturer designation for the sample1468
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Granite Little Rock 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: 2019-09-20-7
DIME Test ID: 2019-09-20-7-2
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: 2019-10-07

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: 09/26/2019
Weighted average percentage of fractured, coarse, 2 faced particles:98 %
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 10/7/2019