Summary for Test 2023-10-20-62-6

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215396
DEA: 042K8404
EFIS: 0417000031
DIST-CO-RTE-PM04-SOL-29,80-0.0,0.8/1.6
Award Date03/26/2021
Closeout Date02/16/2024
Work DescriptionHMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR.
Location DescriptionSOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING
QA Service Level1 (Verified on 01/25/2021)

Sample Information

Sample Taken Date10/20/2023 Sample Unique Key62
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 testing11/01/2023
Sample typeQuality Assurance A brief description of the sample3/4-INCH RHMA-G
The quantity of what the sample constitutesSample 4 of the day From where was the sample collectedSource
First name of sampler or witnessed byNick Last name of sampler or witnessed byHall
Title of sampler Telephone number of sampler7072999133
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Pleasanton Drier Drum Plant 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)91-01-0010
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 collectedSample Pick up from Plant
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 Number226108

Test Details

DIME Sample ID: 2023-10-20-62
DIME Test ID: 2023-10-20-62-6
Testing Lab: CT D04 - Concord Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-11-17

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: IGNACIO ARECHIGA
Date of test: 11/01/2023
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 99 %
Cumulative percent passing the 1/2 in. sieve: 84 %
Cumulative percent passing the 3/8 in. sieve: 66 %
Cumulative percent passing the #4 sieve: 40 %
Cumulative percent passing the #8 sieve: 20 %
Cumulative percent passing the #16 sieve: 13 %
Cumulative percent passing the #30 sieve: 10 %
Cumulative percent passing the #50 sieve: 7 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 3.1 %
General comments (publicly viewable) (Max 1000 characters): Sample 4 of the day Vulcan Pleasanton Drier Drum Plant

Test was verified on 11/17/2023