DIME - Test Summary

Summary for Test 2024-03-15-40-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 214649 DEA: 07316004 EFIS: 0715000194
DIST-CO-RTE-PM	07-LA-14-60.70
Award Date	02/07/2023
Closeout Date	Not set
Work Description	REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES.
Location Description	ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE.
QA Service Level	1 (Verified on 01/29/2020)

Sample Taken Date	03/15/2024	Sample Unique Key	40
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	03/18/2024
Sample type	Department Acceptance	A brief description of the sample	3/4" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes	4 Bags of bin Aggs	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Avo	Last name of sampler or witnessed by	Karajian
Title of sampler	Plant Inspector	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Materials - Palmdale	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)	Various (see Notes)
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	Bin
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
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-03-15-40

DIME Test ID: 2024-03-15-40-1

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: 2024-04-17

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: Avo Karajian

Date of test: 03/18/2024

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: 99 %

Cumulative percent passing the 1/2 in. sieve: 86 %

Cumulative percent passing the 3/8 in. sieve: 80 %

Cumulative percent passing the #4 sieve: 53 %

Cumulative percent passing the #8 sieve: 41 %

Cumulative percent passing the #16 sieve: 32 %

Cumulative percent passing the #30 sieve: 22 %

Cumulative percent passing the #50 sieve: 12 %

Cumulative percent passing the #100 sieve: 6 %

Cumulative percent passing the #200 sieve: 3.6 %

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

Test was verified on 4/17/2024 ✔