DIME - Test Summary

Summary for Test 2024-01-27-13-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994425 DEA: 040K5204 EFIS: 0416000098
DIST-CO-RTE-PM	04-SON-12-11.0/T17.4
Award Date	03/21/2023
Closeout Date	Not set
Work Description	Overlay with RHMA, replace guardrails, approach slabs and signs.
Location Description	Construction on State Highway in Sonoma County from Llano Road to Farmers Lane.
QA Service Level	1 (Verified on 12/07/2022)

Sample Taken Date	01/27/2024	Sample Unique Key	13
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	01/27/2024
Sample type	Quality Control	A brief description of the sample	1" rock and sand
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Source
First name of sampler or witnessed by	Brent	Last name of sampler or witnessed by	Van-Y
Title of sampler	QC Field Technician	Telephone number of sampler
Laboratory sample identification	HE4X12BM Set 2	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vanguard Construction	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)	91-49-0004
The fabricator's/manufacturer's product name for the sample	Set 2	The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Belt Cut
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number	HE4x12BM	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-01-27-13

DIME Test ID: 2024-01-27-13-1

Testing Lab: G3 Quality, Incorporated - Cerritos

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

Test Release Date: 2024-03-06

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: Brent Van-Y

Date of test: 01/27/2024

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: 95 %

Cumulative percent passing the 1/2 in. sieve: 49 %

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

Cumulative percent passing the #4 sieve: 5 %

Cumulative percent passing the #8 sieve: 2 %

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

Test was verified on 3/6/2024 ✔