DIME - Test Summary

Summary for Test 2020-12-03-14-2

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 212657 DEA: 024G5004 EFIS: 0214000031
DIST-CO-RTE-PM	02-TRI-299-1.9-2.3
Award Date	10/01/2019
Closeout Date	11/24/2021
Work Description	VIADUCT WIDENING
Location Description	TRINITY COUNTY NEAR SALYER FROM 0.1 MILE EAST TO 0.6 MILE EAST OF WHITE HOUSE GULCH ROAD
QA Service Level	1 (Verified on 09/04/2018)

Sample Taken Date	12/03/2020	Sample Unique Key	14
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	12/03/2020
Sample type	Per Request	A brief description of the sample	Fine PCC Aggregate
The quantity of what the sample constitutes	Unknown Quantity	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Colt	Last name of sampler or witnessed by	Sweeny
Title of sampler		Telephone number of sampler
Laboratory sample identification	D78703B	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Eureka Ready Mix	Transportation Laboratory (TL) Number	897722
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA or name of Pit)	Unkown
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	Stockpile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	fine
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-12-03-14

DIME Test ID: 2020-12-03-14-2

Testing Lab: CT D02 - Redding Northern Regional Laboratory

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

Test Release Date: 2021-02-05

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: Measured

Tester's full name: Dennis Hickey

Date of test: 12/08/2020

Total mass of material in the sample: 497.3 grams

Cumulative mass retained on the 3/8 in. sieve: 0 grams

Cumulative mass retained on the #4 sieve: 2.4 grams

Cumulative mass retained on the #8 sieve: 104.7 grams

Cumulative mass retained on the #16 sieve: 205.2 grams

Cumulative mass retained on the #30 sieve: 300.5 grams

Cumulative mass retained on the #50 sieve: 393.7 grams

Cumulative mass retained on the #100 sieve: 461.8 grams

Cumulative mass retained on the #200 sieve: 484.4 grams

Cumulative mass retained on the pan: 497.3 grams

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

Cumulative percent passing the #4 sieve: 100 %

Cumulative percent passing the #8 sieve: 79 %

Cumulative percent passing the #16 sieve: 59 %

Cumulative percent passing the #30 sieve: 40 %

Cumulative percent passing the #50 sieve: 21 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 3 %

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

Test was verified on 2/5/2021 ✔