Summary for Test 2023-12-08-20-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 214708
DEA: 07323904
EFIS: 0716000072
DIST-CO-RTE-PM07-VEN-1-21.3/28.4
Award Date03/27/2023
Closeout DateNot set
Work DescriptionCOLD PLANE AC, PLACE RUBBERIZED HOT MIX AS
Location DescriptionVENTURA COUNTY NEAR VENTURA FROM ROUTE 1/101 SEPARATION TO MOBIL PIER ROAD.
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date12/08/2023 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 testing12/08/2023
Sample typeAcceptance A brief description of the sample1/2" RHMA-G
The quantity of what the sample constitutes750-1500 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of samplerPlant Inspector Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials HMA - Saticoy Transportation Laboratory (TL) NumberC120823D
Inspector Lot Number from the Transportation Laboratory (TL) FormKH204D Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0020, 91-19-0035
The fabricator's/manufacturer's product name for the sample326122 SAT VLO The fabricator/manufacturer designation for the sample
The plant numberVulcan Saticoy HMA 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 Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-12-08-20
DIME Test ID: 2023-12-08-20-2
Testing Lab: CT D07 - Plant Services
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-12-14

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?: No
Input Type: Calculated
Tester's full name: Kevin Hopkins
Date of test: 12/12/2023
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: 100 %
Cumulative percent passing the 1/2 in. sieve: 97 %
Cumulative percent passing the 3/8 in. sieve: 88 %
Cumulative percent passing the #4 sieve: 37 %
Cumulative percent passing the #8 sieve: 20 %
Cumulative percent passing the #16 sieve: 14 %
Cumulative percent passing the #30 sieve: 10 %
Cumulative percent passing the #50 sieve: 7 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 3.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/14/2023