DIME - Test Summary

Summary for Test 2024-02-12-11-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215348 DEA: 060U4204 EFIS: 0616000004
DIST-CO-RTE-PM	06-FRE-99-R4.9/11.6
Award Date	02/25/2021
Closeout Date	Not set
Work Description	CONSTRUCT CRCP, PLACE HMA, AND ROADWAY EXCAVATION.
Location Description	FRESNO COUNTY IN AND NEAR SELMA AND FOWLER FROM MCCALL AVENUE UNDERCROSSING TO 0.5 MILE NORTH OF MERCED STREET UNDERCROSSING
QA Service Level	1 (Verified on 12/07/2020)

Sample Taken Date	02/12/2024	Sample Unique Key	11
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	02/13/2024
Sample type	Quality Assurance	A brief description of the sample	1x4, 3/8, Sand
The quantity of what the sample constitutes	0-300yd3 produced	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Noah	Last name of sampler or witnessed by	Hunt
Title of sampler	Senior Materials Tester	Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Security Paving Portable Plant Fowler	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	Belt Cut At Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-02-12-11

DIME Test ID: 2024-02-12-11-1

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: 2024-02-14

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: Tomas Silva

Date of test: 02/13/2024

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: 94 %

Cumulative percent passing the 1/2 in. sieve: 61 %

Cumulative percent passing the 3/8 in. sieve: 37 %

Cumulative percent passing the #4 sieve: 10 %

Cumulative percent passing the #8 sieve: 5 %

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

Test was verified on 2/14/2024 ✔