Summary for Test 2020-04-27-17-1

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214492
DEA: 033F5404
EFIS: 0313000136
DIST-CO-RTE-PM03-SAC-99,160-4.5/5.7,R44.5
Award Date01/24/2020
Closeout Date07/28/2022
Work DescriptionFURNISH PRECAST PRESTRESSED CONCRETE SLAB & PLACE STRUCTURAL CONCRETE.
Location DescriptionSACRAMENTO COUNTY NEAR GALT ON ROUTE 99 FROM NORTH OF MINGO ROAD TO SOUTH OF ARNO ROAD OVERCROSSING AND IN SACRAMENTO ON ROUTE 160 AT AMERICAN RIVER BRIDGE
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date04/27/2020 Sample Unique Key17
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 testing04/28/2020
Sample typeVerification A brief description of the sample3/4 inch HMA - A (SP)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byWalt Last name of sampler or witnessed byWylie (Witness)
Title of sampler Telephone number of sampler
Laboratory sample identificationJMF20-009B 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: 2020-04-27-17
DIME Test ID: 2020-04-27-17-1
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: 2020-12-07

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: Jeff Herbert
Date of test: 05/01/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 94 %
Weighted average percentage of fractured, coarse, 1 faced particles: 98 %
Percentage of fractured, fine, 1 faced particles tested: 98 %
General comments (publicly viewable) (Max 1000 characters): JMF20-009B. Test date estimated.

Test was verified on 12/7/2020