DIME - Test Summary

Summary for Test 2024-01-17-12-2

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 995004 DEA: 060U0004 EFIS: 0615000296
DIST-CO-RTE-PM	06-FRE,KER-33,58-70.6/76.0,27.8
Award Date	09/13/2023
Closeout Date	Not set
Work Description	BRIDGE PREVENTIVE MAINTENANCE.
Location Description	FRESNO AND KERN COUNTIES IN FIREBAUGH ON ROUTE 33 FROM POSO CANAL BRIDGE TO COLONY MAIN CANAL BRIDGE AND NEAR MCKITTRICK ON ROUTE 58 AT MAIN DRAIN CANAL BRIDGE
QA Service Level	1 (Verified on 07/27/2023)

Sample Taken Date	01/17/2024	Sample Unique Key	12
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	01/17/2024
Sample type	Quality Assurance	A brief description of the sample	3/8" and Sand con aggs
The quantity of what the sample constitutes	5CY	From where was the sample collected	Supplier
First name of sampler or witnessed by	Arthur	Last name of sampler or witnessed by	Mills
Title of sampler	Consultant	Telephone number of sampler	8033087727
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Outback Fresno	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	Helm Canal

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	Granite Coalinga
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	At plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number	85T3G49	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-01-17-12

DIME Test ID: 2024-01-17-12-2

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: 2024-01-18

What size aggregate is being tested?: Fine Aggregate

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: 01/18/2024

Cumulative percent passing the 3/8 in. sieve: 100 %

Cumulative percent passing the #4 sieve: 97 %

Cumulative percent passing the #8 sieve: 77 %

Cumulative percent passing the #16 sieve: 60 %

Cumulative percent passing the #30 sieve: 44 %

Cumulative percent passing the #50 sieve: 23 %

Cumulative percent passing the #100 sieve: 8 %

Cumulative percent passing the #200 sieve: 3 %

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

Test was verified on 1/18/2024 ✔