Summary for Test 2020-03-20-29-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date03/20/2020 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing03/01/2020 Sample typeQuality Control
A brief description of the sampleBin 1 - Sand The quantity of what the sample constitutesN/A
From where was the sample collectedSource First name of sampler or witnessed byDaniel
Last name of sampler or witnessed byMiltz Title of samplerQC Technician III
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSalinas Asphalt Facility
Transportation Laboratory (TL) Number 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)91-27-0005
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 collectedBin 1
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 NumberNot set

Test Details

DIME Sample ID: 2020-03-20-29
DIME Test ID: 2020-03-20-29-1
Testing Lab: Granite Construction Company - Coastal
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-02-11

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: Calculated
Tester's full name: Ryan Gibbs
Date of test: 01/17/2020
Cumulative Percent Passing
100 %
100 %
98 %
78 %
53 %
29 %
11 %
4.6 %
General comments (publicly viewable) (Max 1000 characters): Average of multiple bin 1 samples taken over the course of the design to set final targets.

Test was verified on 2/11/2021