DIME - Test Summary

Summary for Test 2023-05-15-108-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215396 DEA: 042K8404 EFIS: 0417000031
DIST-CO-RTE-PM	04-SOL-29,80-0.0,0.8/1.6
Award Date	03/26/2021
Closeout Date	02/16/2024
Work Description	HMA, STRUCTURAL CONCRETE, CIDH PILING AND REBAR.
Location Description	SOLANO COUNTY IN VALLEJO AT ROUTE 80/29 SEPARATION AND ON ROUTE 80 FROM 0.2 MILE NORTH OF CARQUINEZ BRIDGE TOLL PLAZA TO 0.3 MILE SOUTH OF MAGAZINE STREET OVERCROSSING
QA Service Level	1 (Verified on 01/25/2021)

Sample Taken Date	05/15/2023	Sample Unique Key	108
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	05/16/2023
Sample type	Quality Control	A brief description of the sample	1x4 Aggregates
The quantity of what the sample constitutes	1 Day	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Todd	Last name of sampler or witnessed by	Strait
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Central Martinez	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)	Orca Quarry Port McNeill BC Canada)
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
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-05-15-108

DIME Test ID: 2023-05-15-108-1

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: 2023-07-13

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: 05/16/2023

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: 84 %

Cumulative percent passing the 1/2 in. sieve: 37 %

Cumulative percent passing the 3/8 in. sieve: 23 %

Cumulative percent passing the #4 sieve: 5 %

Cumulative percent passing the #8 sieve: 3 %

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

Test was verified on 7/13/2023 ✔