DIME - Test Summary

Summary for Test 2024-10-16-18-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 1000649 DEA: 061H3404 EFIS: 0625000042
DIST-CO-RTE-PM	06-TUL-99-23.49
Award Date	Not set
Closeout Date	Not set
Work Description	BRIDGE REPAIR FOR BR #46 0192
Location Description	Tulare County along NB SR 99 at Avenue 184 OC, Bridge #46 0192.
QA Service Level	1 (Verified on 09/26/2024)

Sample Taken Date	10/16/2024	Sample Unique Key	18
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	10/17/2024
Sample type	Quality Assurance	A brief description of the sample	3/4 HMA Type A
The quantity of what the sample constitutes	10 Box, 4 Bag, 2 Can	From where was the sample collected	Source
First name of sampler or witnessed by	QC	Last name of sampler or witnessed by	QC
Title of sampler	QC	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Porterville Rock and Recycle	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)	91-54-0038
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 collected	HMA Plant Cold Feed
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number	1
Sublot number	2	Aggregate Mix Number

DIME Sample ID: 2024-10-16-18

DIME Test ID: 2024-10-16-18-1

Testing Lab: CT D06 - Visalia Field Laboratory

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

Test Release Date: 2024-10-17

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: Jason Ruiz

Date of test: 10/17/2024

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: 99 %

Cumulative percent passing the 1/2 in. sieve: 81 %

Cumulative percent passing the 3/8 in. sieve: 71 %

Cumulative percent passing the #4 sieve: 49 %

Cumulative percent passing the #8 sieve: 35 %

Cumulative percent passing the #16 sieve: 24 %

Cumulative percent passing the #30 sieve: 16 %

Cumulative percent passing the #50 sieve: 11 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 4.8 %

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

Test was verified on 10/17/2024 ✔