Summary for Test 2024-12-16-10-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994978
DEA: 09379504
EFIS: 0919000009
DIST-CO-RTE-PM09-INY-5709-
Award Date05/17/2024
Closeout Date11/25/2025
Work DescriptionCONSTRUCT BUILDING AND PLACE HMA.
Location DescriptionINYO COUNTY AT INDEPENDENCE AT THE INDEPENDENCE MAINTENANCE STATION AT 665 NORTH EDWARDS STREET
QA Service Level1 (Verified on 08/02/2023)

Sample Information

Sample Taken Date12/16/2024 Sample Unique Key10
Date that the sample was received by the laboratory/organization performing the testing12/16/2024 Sample typeQuality Assurance
A brief description of the sampleCon Sand The quantity of what the sample constitutes250 CY
From where was the sample collectedSource First name of sampler or witnessed byJosh
Last name of sampler or witnessed byHubbart Title of samplerTET
Telephone number of sampler Laboratory sample identificationCS-01
Linked DIME Sample ID The fabricator/manufacturer/facility name7-11 Bishop Plant
Transportation Laboratory (TL) Number4550 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)00-00-0000
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 collectedStockpile Back Drag
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-12-16-10
DIME Test ID: 2024-12-16-10-1
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: 2024-12-17

Test Results


What type of gradation is being tested?: Fine Aggregate
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?: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 12/16/2024
Cumulative Mass RetainedCumulative Percent Passing
449 grams
0.0 grams100 %
20.4 grams95 %
113.2 grams75 %
210.7 grams53 %
298.1 grams34 %
366.1 grams18 %
410.5 grams9 %
432.7 grams3.6 %
435.6 grams
General comments (publicly viewable) (Max 1000 characters): Con Sand -01

Test was verified on 12/17/2024 ✔