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Summary for Test 2026-02-13-7-19

Test performed: AASHTO T30-25

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only. Please click this link to view the corrected test.

Project Information

Project Identifiers	Project ID: 66667 DEA: JMFPP EFIS: 0019000043
DIST-CO-RTE-PM	59---
Award Date	Not set
Closeout Date	Not set
Work Description	Special project for submitting Sample information for JMF Prequalification Program.
Location Description	Not set
QA Service Level	NOT VERIFIED

Sample Information

Sample Taken Date	02/13/2026	Sample Unique Key	7
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	02/13/2026
Sample type	Verification	A brief description of the sample	JMFR
The quantity of what the sample constitutes	5 bags	From where was the sample collected	Supplier
First name of sampler or witnessed by	Gerardo	Last name of sampler or witnessed by	Cordero
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Pyramid Construction - Heber	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Information

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	See Mix
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	Plant
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	SP 2024

Test Details

DIME Sample ID: 2026-02-13-7

DIME Test ID: 2026-02-13-7-19

Testing Lab: CT D11 - District 11 Materials Laboratory

Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)

Test Release Date: 2026-03-05

Test Results

Individual or cumulative mass retained on each sieve?: Cumulative

Has the fine aggregate sample been reduced?: No

Is an aggregate correction factor used?: Yes

Was the aggregate obtained using ASTM D8159?: No

Input Type: Measured

Tester's full name: Mohammad Abbassi

Date of test: 02/26/2026

Total mass of material in the sample: 2400.6 grams

Aggregate correction factor for the 2 in. sieve (% passing): 0.0 %

Aggregate correction factor for the 1 1/2 in. sieve (% passing): 0.0 %

Aggregate correction factor for the 1 in. sieve (% passing): 0.0 %

Aggregate correction factor for the 3/4 in. sieve (% passing): -0.5 %

Aggregate correction factor for the 1/2 in. sieve (% passing): -0.5 %

Aggregate correction factor for the 3/8 in. sieve (% passing): -11.0 %

Aggregate correction factor for the #4 sieve (% passing): -4.5 %

Aggregate correction factor for the #8 sieve (% passing): -3.5 %

Aggregate correction factor for the #16 sieve (% passing): -1.0 %

Aggregate correction factor for the #30 sieve (% passing): 1.5 %

Aggregate correction factor for the #50 sieve (% passing): 1.0 %

Aggregate correction factor for the #100 sieve (% passing): 0.5 %

Aggregate correction factor for the #200 sieve (% passing): 0.0 %

General comments (publicly viewable) (Max 1000 characters): Used aggregate correction factors #30= 21%>18% does not comply.

Test was verified on 3/5/2026 ✔

Warning: The test results shown on this page have been superseded and are invalid. This information is for reference only.