DIME - Test Summary

Summary for Test 2023-02-15-57-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 994512 DEA: 043Y2804 EFIS: 0423000216
DIST-CO-RTE-PM	04-MRN-101-var/var
Award Date	Not set
Closeout Date	03/11/2024
Work Description	REPAIR STORM-RELATED PAVEMENT DAMAGE & SETTLEMENT
Location Description	Not set
QA Service Level	NOT VERIFIED

Sample Taken Date	02/15/2023	Sample Unique Key	57
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 testing	02/17/2023
Sample type	Quality Assurance	A brief description of the sample	Rap+ Bin 4 3 2 1
The quantity of what the sample constitutes	5 Bags	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Not Witness	Last name of sampler or witnessed by	Plant Employee
Title of sampler		Telephone number of sampler
Laboratory sample identification	Rich_23_ 049	Linked DIME Sample ID
The fabricator/manufacturer/facility name	BoDean	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-49-0032
The fabricator's/manufacturer's product name for the sample	700SPW16	The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Bin Hopper
Where the material sample would have been placed if not sampled	Road Way	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number	1
Sublot number	3	Aggregate Mix Number	700SPW16

DIME Sample ID: 2023-02-15-57

DIME Test ID: 2023-02-15-57-1

Testing Lab: CT D04 - Richmond Field Laboratory

Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)

Test Release Date: 2023-03-24

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?: Yes

Input Type: Calculated

Tester's full name: Anthony Ibarra

Date of test: 02/18/2023

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: 100 %

Cumulative percent passing the 1/2 in. sieve: 88 %

Cumulative percent passing the 3/8 in. sieve: 76 %

Cumulative percent passing the #4 sieve: 42 %

Cumulative percent passing the #8 sieve: 30 %

Cumulative percent passing the #16 sieve: 19 %

Cumulative percent passing the #30 sieve: 13 %

Cumulative percent passing the #50 sieve: 8 %

Cumulative percent passing the #100 sieve: 5 %

Cumulative percent passing the #200 sieve: 2.5 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/24/2023 ✔