DIME - Test Summary

Summary for Test 2023-02-10-80-2

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 993301 DEA: 060U2804 EFIS: 0615000293
DIST-CO-RTE-PM	06-TUL-245-1.4,4.2
Award Date	01/03/2022
Closeout Date	Not set
Work Description	PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL.
Location Description	TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE
QA Service Level	1 (Verified on 10/11/2021)

Sample Taken Date	02/10/2023	Sample Unique Key	80
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	02/10/2023
Sample type	Quality Assurance	A brief description of the sample	1x4 concrete aggregates
The quantity of what the sample constitutes	20CY	From where was the sample collected	Supplier
First name of sampler or witnessed by	Shoaib	Last name of sampler or witnessed by	Ahmed
Title of sampler	Lab Technician Mngr	Telephone number of sampler	559-341-4165
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Viking Ready Mix Visalia Shirk Rd	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	Tul 245 Kaweah- Yokohl Bridges Wood Land

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	Unknown
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: 2023-02-10-80

DIME Test ID: 2023-02-10-80-2

Testing Lab: CT D06 - Visalia Field Laboratory

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

Test Release Date: 2023-05-18

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: Measured

Tester's full name: Shoaib Ahmed

Date of test: 03/10/2023

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	505 grams
3/8 in. sieve	0 grams	100 %
#4 sieve	9 grams	98 %
#8 sieve	107 grams	79 %
#16 sieve	212 grams	58 %
#30 sieve	313 grams	38 %
#50 sieve	413 grams	18 %
#100 sieve	466 grams	8 %
#200. sieve	482 grams	5 %
On the pan	0 grams

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

Test was verified on 5/18/2023 ✔