Summary for Test 2020-06-30-54-1

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Award Date05/01/2019
Closeout DateNot set
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date06/30/2020 Sample Unique Key54
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 testing07/01/2020
Sample typeVerification A brief description of the sample3/4 inch HMA-A, LL (intermediate)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJ. (WITNESS) Last name of sampler or witnessed byBuscheck (WITNESS)
Title of samplerTeichert Personnel Telephone number of sampler
Laboratory sample identificationJMF20-037 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins 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)91-34-0045::ASPEN IV SOUTH
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedHot Bins
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-06-30-54
DIME Test ID: 2020-06-30-54-1
Testing Lab: CT D03 - Olivehurst Northern 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: 2020-12-02

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: Jeff Herbert
Date of test: 08/26/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 93 %
Weighted average percentage of fractured, coarse, 1 faced particles: 97 %
Percentage of fractured, fine, 1 faced particles tested: 98 %
General comments (publicly viewable) (Max 1000 characters): JMF 20-037. Test date estimated.

Test was verified on 12/2/2020