DIME - Test Summary

Summary for Test 2024-04-26-30-2

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	04/26/2024	Sample Unique Key	30
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	04/26/2024
Sample type	Quality Assurance	A brief description of the sample	1x4 Aggregates plus sand
The quantity of what the sample constitutes	2 bags	From where was the sample collected	Fabricator
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_041	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Central Oakland Plant	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	28-0100
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-01-0010
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 Cut
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number	D20119EA	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-04-26-30

DIME Test ID: 2024-04-26-30-2

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: 2024-06-26

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: IGNACIO ARECHIGA

Date of test: 04/26/2024

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: 93 %

Cumulative percent passing the 1/2 in. sieve: 67 %

Cumulative percent passing the 3/8 in. sieve: 38 %

Cumulative percent passing the #4 sieve: 1 %

Cumulative percent passing the #8 sieve: 0 %

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

Test was verified on 6/26/2024 ✔