Summary for Test 2023-07-24-20-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994399
DEA: 09378704
EFIS: 0919000001
DIST-CO-RTE-PM09-MNO-395-55.5/58.2
Award Date12/22/2022
Closeout Date12/22/2023
Work DescriptionPARTIAL DEPTH RECYCLE AND HMA (TYPE A).
Location DescriptionMONO COUNTY NEAR LEE VINING FROM 0.2 MILE SOUTH OF CEMETERY ROAD TO ROUTE 167
QA Service Level1 (Verified on 07/31/2023)

Sample Information

Sample Taken Date07/24/2023 Sample Unique Key20
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 testing07/25/2023
Sample typeDepartment Acceptance A brief description of the sample3/4" Coldfeed
The quantity of what the sample constitutes1 Bag for (750 - 1500) Tons From where was the sample collectedSource
First name of sampler or witnessed byJeffery Last name of sampler or witnessed byPuente
Title of samplerQA Telephone number of sampler6614400636
Laboratory sample identificationCF-02 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Lee Vining Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameHwy 395 / Cemetery Rd

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Granite Lee Vining
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 collectedFeed Belt
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 Number

Test Details

DIME Sample ID: 2023-07-24-20
DIME Test ID: 2023-07-24-20-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-07-27

Test Results


What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Derek Carrington
Date of test: 07/25/2023
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 97 %
Cumulative percent passing the 1/2 in. sieve: 84 %
Cumulative percent passing the 3/8 in. sieve: 75 %
Cumulative percent passing the #4 sieve: 58 %
Cumulative percent passing the #8 sieve: 36 %
Cumulative percent passing the #16 sieve: 23 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 3.1 %
General comments (publicly viewable) (Max 1000 characters): CF-02

Test was verified on 7/27/2023