DIME - Test Summary

Summary for Test 2024-06-07-33-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 995124 DEA: 060X3004 EFIS: 0618000051
DIST-CO-RTE-PM	06-FRE-33-69.4/71.5
Award Date	02/06/2024
Closeout Date	Not set
Work Description	REPLACE ROADWAY PAVEMENT.
Location Description	FRESNO COUNTY IN AND NEAR FIREBAUGH FROM MORRIS KYLE DRIVE TO LYON AVENUE
QA Service Level	1 (Verified on 10/25/2023)

Sample Taken Date	06/07/2024	Sample Unique Key	33
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	06/07/2024
Sample type	Acceptance	A brief description of the sample	Class 2 Aggregate Base
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Job Site
First name of sampler or witnessed by	Jonathon	Last name of sampler or witnessed by	Chaney
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Bay Cities	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)	Recycled base material
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	stockpile at jobsite
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: 2024-06-07-33

DIME Test ID: 2024-06-07-33-1

Testing Lab: CT D06 - Millbrook Field Laboratory

Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2024-07-15

What size aggregate is being tested?: Combined Gradation

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

For Combined Gradation only, has the fine aggregate sample been reduced?: No

For Combined Gradation only, use #40 Sieve?: No

Input Type: Calculated

Tester's full name: Tomas Silva

Date of test: 06/10/2024

Cumulative percent passing the 3 in. sieve: 100 %

Cumulative percent passing the 2 1/2 in. sieve: 100 %

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: 97 %

Cumulative percent passing the 1/2 in. sieve: 58 %

Cumulative percent passing the 3/8 in. sieve: 45 %

Cumulative percent passing the #4 sieve: 36 %

Cumulative percent passing the #8 sieve: 27 %

Cumulative percent passing the #16 sieve: 24 %

Cumulative percent passing the #30 sieve: 19 %

Cumulative percent passing the #50 sieve: 12 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 4.5 %

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

Test was verified on 7/15/2024 ✔