DIME - Test Summary

Summary for Test 2023-07-31-40-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 212737 DEA: 060S8304 EFIS: 0615000046
DIST-CO-RTE-PM	06-FRE-5-44.4-45.4
Award Date	05/27/2022
Closeout Date	Not set
Work Description	TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location Description	IN FRESNO COUNTY AT TUMEY GULCH.
QA Service Level	1 (Verified on 09/25/2018)

Sample Taken Date	07/31/2023	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	08/01/2023
Sample type	Verification	A brief description of the sample	structural concrete
The quantity of what the sample constitutes	300 cy	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	allen	Last name of sampler or witnessed by	oliver
Title of sampler		Telephone number of sampler	5594175341
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Builders Sanger	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)	91-10-0010
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	Conveyor Belt
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number	ND22023	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-07-31-40

DIME Test ID: 2023-07-31-40-1

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: 2023-08-03

What size aggregate is being tested?: 1 in. x No. 4 - Coarse 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: Allen Oliver

Date of test: 08/01/2023

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: 82 %

Cumulative percent passing the 1/2 in. sieve: 39 %

Cumulative percent passing the 3/8 in. sieve: 23 %

Cumulative percent passing the #4 sieve: 5 %

Cumulative percent passing the #8 sieve: 2 %

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

Test was verified on 8/3/2023 ✔