DIME - Test Summary

Summary for Test 2021-09-01-48-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 212896 DEA: 04160304 EFIS: 0400000429
DIST-CO-RTE-PM	04-ALA-84-13.1/13.5
Award Date	12/15/2020
Closeout Date	Not set
Work Description	NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location Description	IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level	1 (Verified on 09/16/2019)

Sample Taken Date	09/01/2021	Sample Unique Key	48
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	09/01/2021
Sample type	Quality Control	A brief description of the sample	1/2 x #4 Aggregate
The quantity of what the sample constitutes	1 Day	From where was the sample collected	Supplier
First name of sampler or witnessed by	Jose	Last name of sampler or witnessed by	Murillo
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Central Ready Mix	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)	::PORT MCNEIL QUARRY(ORCA AGGREGATE)
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
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number	DDGPV2Q3	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-09-01-48

DIME Test ID: 2021-09-01-48-1

Testing Lab: RMA Group - Rancho Cordova

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

Test Release Date: 2022-04-13

What size aggregate is being tested?: 0.5 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: Todd Strait

Date of test: 09/02/2021

Cumulative percent passing the 3/4 in. sieve: 100 %

Cumulative percent passing the 1/2 in. sieve: 94 %

Cumulative percent passing the 3/8 in. sieve: 75 %

Cumulative percent passing the #4 sieve: 17 %

Cumulative percent passing the #8 sieve: 7 %

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

Test was verified on 4/13/2022 ✔