DIME - Test Summary

Summary for Test 2024-01-30-49-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 993333 DEA: 04264724 EFIS: 0419000068
DIST-CO-RTE-PM	04-MRN-101-R20.8/27.1
Award Date	04/26/2022
Closeout Date	Not set
Work Description	CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location Description	MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level	1 (Verified on 11/01/2021)

Sample Taken Date	01/30/2024	Sample Unique Key	49
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	01/30/2024
Sample type	Quality Control	A brief description of the sample	aggregate
The quantity of what the sample constitutes	34 CY	From where was the sample collected	Supplier
First name of sampler or witnessed by	Irwin	Last name of sampler or witnessed by	McMath
Title of sampler	lab and field Technician	Telephone number of sampler
Laboratory sample identification	L240162	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Shamrock Materials Petaluma	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)	91-33-0042
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	Supplier
Where the material sample would have been placed if not sampled	concrete	Primary Aggregate Nominal Size	1 inch
The concrete mix design number	SL-4201CG	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-01-30-49

DIME Test ID: 2024-01-30-49-1

Testing Lab: Pavement Engineers

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

Test Release Date: 2024-02-07

What size aggregate is being tested?: Fine 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: Roland Ocansey

Date of test: 01/31/2024

Cumulative percent passing the 3/8 in. sieve: 100 %

Cumulative percent passing the #4 sieve: 98 %

Cumulative percent passing the #8 sieve: 85 %

Cumulative percent passing the #16 sieve: 70 %

Cumulative percent passing the #30 sieve: 51 %

Cumulative percent passing the #50 sieve: 24 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 1.9 %

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

Test was verified on 2/7/2024 ✔