Summary for Test 2020-09-24-4-2

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214921
DEA: 09367404
EFIS: 0916000025
DIST-CO-RTE-PM09-KER-14-R4.7/R12.6
Award DateNot set
Closeout Date01/23/2023
Work DescriptionCONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
QA Service Level1 (Verified on 11/06/2020)

Sample Information

Sample Taken Date09/24/2020 Sample Unique Key4
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 testing09/25/2020
Sample typeVerification A brief description of the sampleJMF 3/4" HMA-A-SP R25 0.8% Dry Lime
The quantity of what the sample constitutes4 Bags Coldfeed Virgin Agg., 4 Bags L.T. Agg., 2 Bags Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byWilliam Last name of sampler or witnessed byLucas
Title of sampler Telephone number of sampler
Laboratory sample identification0553-20 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Company 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, name of Pit or Job Site)91-19-0046, 91-19-0008
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP The fabricator/manufacturer designation for the sample
The plant number13554 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 sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-09-24-4
DIME Test ID: 2020-09-24-4-2
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: 2020-10-12

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: 10/08/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 94 %
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 10/12/2020