DIME - Test Summary

Summary for Test 2020-09-17-14-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 212777 DEA: 021H1104 EFIS: 0215000106
DIST-CO-RTE-PM	02-LAS-299-25.58/25.58
Award Date	12/04/2019
Closeout Date	08/14/2023
Work Description	BUILDING WORK.
Location Description	LASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION
QA Service Level	1 (Verified on 01/08/2019)

Sample Taken Date	09/17/2020	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	09/17/2020
Sample type	Acceptance	A brief description of the sample	Class 2 Aggregate Base
The quantity of what the sample constitutes	not identified	From where was the sample collected	Job Site
First name of sampler or witnessed by	Cindy	Last name of sampler or witnessed by	Bryant
Title of sampler		Telephone number of sampler
Laboratory sample identification	D78627	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Eagle Peak Rock and Paving	Transportation Laboratory (TL) Number	853450
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)	91-25-0029
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	Windrow Adin Maintenance Station
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-09-17-14

DIME Test ID: 2020-09-17-14-1

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: 2020-09-23

What size aggregate is being tested?: Combined Gradation

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: Arthur Mills

Date of test: 09/17/2020

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of sample prior to washing	grams
3 in. sieve	0 grams	100 %
2 1/2 in. sieve	0 grams	100 %
2 in. sieve	0 grams	100 %
1 1/2 in. sieve	0 grams	100 %
1 in. sieve	0 grams	100 %
3/4 in. sieve	141 grams	98 %
1/2 in. sieve	2201 grams	72 %
3/8 in. sieve	3148 grams	60 %
#4 sieve	4038 grams	49 %
#8 sieve	141.7 grams	35 %
#16 sieve	268.2 grams	23 %
#30 sieve	345.3 grams	16 %
#50 sieve	393.1 grams	11 %
#100 sieve	424.4 grams	8 %
#200. sieve	443.1 grams	7 %
On the pan	511.3 grams

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

Test was verified on 9/23/2020 ✔