Summary for Test 2023-09-21-35-3

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 995146
DEA: 061G1104
EFIS: 0623000147
DIST-CO-RTE-PM06-KIN-43-10.2/18.2
Award DateNot set
Closeout Date05/16/2024
Work DescriptionModifying signal and lighting systems.
Location DescriptionIn Kings County near Hanford from 0.2 mile south of Kansas Avenue to route 43/198 separation.
QA Service Level1 (Verified on 09/13/2023)

Sample Information

Sample Taken Date09/21/2023 Sample Unique Key35
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 testing09/21/2023
Sample typeQuality Assurance A brief description of the sample1/2" coldfeed
The quantity of what the sample constitutes764 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byArthur Last name of sampler or witnessed byMills
Title of samplerConsultant Telephone number of sampler8033087727
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSPM AVENAL 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)91-10-0006
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 collectedcoldfeed belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number2
Sublot number2 Aggregate Mix Number

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
No assigned tests for this sample.

Test Details

DIME Sample ID: 2023-09-21-35
DIME Test ID: 2023-09-21-35-3
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-09-26

Test Results


What type of gradation is being tested?: HMA 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?: No
Input Type: Calculated
Tester's full name: Tomas Silva
Date of test: 09/22/2023
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 97 %
Cumulative percent passing the 3/8 in. sieve: 84 %
Cumulative percent passing the #4 sieve: 35 %
Cumulative percent passing the #8 sieve: 19 %
Cumulative percent passing the #16 sieve: 12 %
Cumulative percent passing the #30 sieve: 7 %
Cumulative percent passing the #50 sieve: 5 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 2.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/26/2023