Summary for Test 2024-05-15-13-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 993855
DEA: 060U4604
EFIS: 0615000309
DIST-CO-RTE-PM06-KIN-41-20.0-28.4
Award Date06/30/2023
Closeout DateNot set
Work DescriptionCOLD CENTRAL PLANT RECYCLING, HMA AND HMA-OGFC.
Location DescriptionKINGS COUNTY NEAR KETTLEMAN CITY FROM 0.1 MILE SOUTH OF QUAIL AVENUE TO NEVADA AVENUE
QA Service Level1 (Verified on 05/20/2022)

Sample Information

Sample Taken Date05/15/2024 Sample Unique Key13
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 testing05/16/2024
Sample typeDepartment Acceptance A brief description of the sample3/4 HMA (cold feed)
The quantity of what the sample constitutes1030 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byGurjeet Last name of sampler or witnessed byLitt
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Coalinga 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)91-10-0005
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 collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number7
Sublot number11 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-05-15-13
DIME Test ID: 2024-05-15-13-1
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: 2024-05-16

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: 05/15/2024
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: 85 %
Cumulative percent passing the 3/8 in. sieve: 76 %
Cumulative percent passing the #4 sieve: 56 %
Cumulative percent passing the #8 sieve: 40 %
Cumulative percent passing the #16 sieve: 28 %
Cumulative percent passing the #30 sieve: 19 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 3.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/16/2024