DIME - Test Summary

Summary for Test 2022-01-19-15-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214114 DEA: 040A5394 EFIS: 0418000244
DIST-CO-RTE-PM	04-SOL-80,12-11.4/12.8, 2.1/2.8
Award Date	Not set
Closeout Date	02/24/2023
Work Description	Widen EB SR-12 Connector, Construct 3 ramps & 2 box girder bridges, remove existing bridge, etc.
Location Description	I-80/I-680/Route 12 Interchange
QA Service Level	1 (Verified on 04/23/2019)

Sample Taken Date	01/19/2022	Sample Unique Key	15
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	01/19/2022
Sample type	Quality Control	A brief description of the sample	1x4 Aggregate
The quantity of what the sample constitutes	1 Day	From where was the sample collected	Supplier
First name of sampler or witnessed by	Amy	Last name of sampler or witnessed by	Muela
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Syar Vallejo	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)	Syar 1110
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	3/4 inch
The concrete mix design number	CT063AC5	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-01-19-15

DIME Test ID: 2022-01-19-15-1

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: 2022-03-31

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: Todd Strait

Date of test: 01/20/2022

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: 59 %

Cumulative percent passing the 3/8 in. sieve: 35 %

Cumulative percent passing the #4 sieve: 4 %

Cumulative percent passing the #8 sieve: 2 %

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

Test was verified on 3/31/2022 ✔