DIME - Test Summary

Summary for Test 2023-08-04-95-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215425 DEA: 06360244 EFIS: 0613000005
DIST-CO-RTE-PM	06-TUL-99-30.6/35.2
Award Date	04/23/2021
Closeout Date	Not set
Work Description	Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description	Not set
QA Service Level	1 (Verified on 11/01/2021)

Sample Taken Date	08/04/2023	Sample Unique Key	95
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	08/05/2023
Sample type	Quality Control	A brief description of the sample	1',3/8", WCS
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Supplier
First name of sampler or witnessed by	Mitchell	Last name of sampler or witnessed by	Whitlock
Title of sampler	QC Field Technician	Telephone number of sampler
Laboratory sample identification	Mix ND10531	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Sanger & Ashland Plant	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	Set 1	The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	belt
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number	ND10531	Lot number	1
Sublot number	1	Aggregate Mix Number

DIME Sample ID: 2023-08-04-95

DIME Test ID: 2023-08-04-95-1

Testing Lab: G3 Quality, Incorporated - Cerritos

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

Test Release Date: 2023-09-19

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: David Silva

Date of test: 08/05/2023

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: 94 %

Cumulative percent passing the 1/2 in. sieve: 65 %

Cumulative percent passing the 3/8 in. sieve: 39 %

Cumulative percent passing the #4 sieve: 7 %

Cumulative percent passing the #8 sieve: 1 %

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

Test was verified on 9/19/2023 ✔