Summary for Test 2021-07-08-55-3

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 215656
DEA: 032G0604
EFIS: 0320000192
DIST-CO-RTE-PM03-SAC-5736-
Award Date05/26/2021
Closeout Date05/11/2022
Work DescriptionREMOVE AND REPLACE CL2 AGGREGATE BASE AND HMA (TYPE A).
Location DescriptionSACRAMENTO COUNTY IN SACRAMENTO AT THE NORTHGATE MAINTENANCE STATION AT 3940 ROSIN COURT
QA Service Level1 (Verified on 04/19/2021)

Sample Information

Sample Taken Date07/08/2021 Sample Unique Key55
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 testing09/01/2021
Sample typeVerification A brief description of the sample1/2" untreated virgin Aggregate
The quantity of what the sample constitutes2 bags From where was the sample collectedSupplier
First name of sampler or witnessed by? Last name of sampler or witnessed by?
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGeorge Reed Drum Plant 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)91-58-0001::WESTERN AGGREGATES
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 collectedBelt Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-08-55
DIME Test ID: 2021-07-08-55-3
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: 2021-09-24

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: Tom Stinnett
Date of test: 09/02/2021
Weighted average percentage of fractured, coarse, 2 faced particles: 97 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 99 %
General comments (publicly viewable) (Max 1000 characters): JMF 21-036

Test was verified on 9/24/2021