DIME - Test Summary

Summary for Test 2022-07-08-40-1

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	07/08/2022	Sample Unique Key	40
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	07/08/2022
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	Anthony	Last name of sampler or witnessed by	Smith
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Central	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	No Information
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number	D101C5RS	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-07-08-40

DIME Test ID: 2022-07-08-40-1

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: 2022-07-13

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: 07/11/2022

Cumulative percent passing the 1 1/2 in. sieve: 100 %

Cumulative percent passing the 1 in. sieve: 99 %

Cumulative percent passing the 3/4 in. sieve: 77 %

Cumulative percent passing the 1/2 in. sieve: 21 %

Cumulative percent passing the 3/8 in. sieve: 10 %

Cumulative percent passing the #4 sieve: 2 %

Cumulative percent passing the #8 sieve: 1 %

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

Test was verified on 7/13/2022 ✔