DIME - Test Summary

Summary for Test 2022-03-18-37-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214562 DEA: 040J7104 EFIS: 0414000029
DIST-CO-RTE-PM	04-SOL-80-1.8/4.4
Award Date	03/17/2020
Closeout Date	02/29/2024
Work Description	RAISE BRIDGE AND PLACE STRUCTURAL CONCRETE.
Location Description	SOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS
QA Service Level	1 (Verified on 12/03/2019)

Sample Taken Date	03/18/2022	Sample Unique Key	37
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	03/18/2022
Sample type	Quality Control	A brief description of the sample	1 x 4 PCC Aggregate
The quantity of what the sample constitutes	1 Day	From where was the sample collected	Job Site
First name of sampler or witnessed by	Pedro	Last name of sampler or witnessed by	De Haro
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)	90-1.02C
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	Belt
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number	CT063AC5	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-03-18-37

DIME Test ID: 2022-03-18-37-1

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: 2022-04-07

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: 03/21/2022

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: 85 %

Cumulative percent passing the 1/2 in. sieve: 40 %

Cumulative percent passing the 3/8 in. sieve: 20 %

Cumulative percent passing the #4 sieve: 3 %

Cumulative percent passing the #8 sieve: 2 %

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

Test was verified on 4/7/2022 ✔