DIME - Test Summary

Summary for Test 2024-05-21-93-2

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994321 DEA: 040K1604 EFIS: 0416000044
DIST-CO-RTE-PM	04-ALA,CC-80-R7.6/8.0,0.0/13.5
Award Date	02/08/2023
Closeout Date	Not set
Work Description	CONSTRUCT RHMA, LIGHTING SYSTEM, AND CONCRETE BARRIER.
Location Description	ALAMEDA AND CONTRA COSTA COUNTIES IN ALBANY AND CROCKETT FROM 0.4 MILE SOUTH OF ALAMEDA COUNTY LINE TO 0.2 MILE SOUTH OF POMONA STREET
QA Service Level	1 (Verified on 10/14/2022)

Sample Taken Date	05/21/2024	Sample Unique Key	93
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	06/21/2024
Sample type	Independent Assurance	A brief description of the sample	1x 4 Pcc Aggregate +Sand
The quantity of what the sample constitutes	2 bags	From where was the sample collected	Job Site
First name of sampler or witnessed by	IGNACIO	Last name of sampler or witnessed by	ARECHIGA
Title of sampler		Telephone number of sampler	5102077252
Laboratory sample identification	Rich_24_061	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	N/A

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-48-0002
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	Stockpile @ Yard
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	590MAC	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-05-21-93

DIME Test ID: 2024-05-21-93-2

Testing Lab: CT D04 - Richmond Field Laboratory

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

Test Release Date: 2024-06-04

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: IGNACIO ARECHIGA

Date of test: 05/21/2024

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

Cumulative percent passing the #4 sieve: 99 %

Cumulative percent passing the #8 sieve: 85 %

Cumulative percent passing the #16 sieve: 59 %

Cumulative percent passing the #30 sieve: 32 %

Cumulative percent passing the #50 sieve: 15 %

Cumulative percent passing the #100 sieve: 6 %

Cumulative percent passing the #200 sieve: 3 %

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

Test was verified on 6/4/2024 ✔