DIME - Test Summary

Summary for Test 2020-06-02-34-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214589 DEA: 020J1604
DIST-CO-RTE-PM	02-PLU-284-0.0/8.3
Award Date	02/11/2020
Closeout Date	10/06/2020
Work Description	PLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location Description	PLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
QA Service Level	1 (Verified on 01/22/2020)

Sample Taken Date	06/02/2020	Sample Unique Key	34
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	06/11/2020
Sample type	Acceptance	A brief description of the sample	3/4" Shoulder Backing
The quantity of what the sample constitutes	9000 tons	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	A	Last name of sampler or witnessed by	Sloaterman
Title of sampler		Telephone number of sampler
Laboratory sample identification	D78469	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Joy Engineering	Transportation Laboratory (TL) Number	896985
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)	91-32-0032 SPARROCK BAR ONE QUARRY
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 @ Plant
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: 2020-06-02-34

DIME Test ID: 2020-06-02-34-1

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: 2020-09-16

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: 06/18/2020

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of sample prior to washing	grams
3 in. sieve	100 grams	99 %
2 1/2 in. sieve	100 grams	99 %
2 in. sieve	100 grams	99 %
1 1/2 in. sieve	100 grams	99 %
1 in. sieve	100 grams	99 %
3/4 in. sieve	143 grams	99 %
1/2 in. sieve	1688 grams	87 %
3/8 in. sieve	2795 grams	78 %
#4 sieve	5296 grams	58 %
#8 sieve	124.4 grams	43 %
#16 sieve	213.2 grams	32 %
#30 sieve	276.2 grams	25 %
#50 sieve	322.9 grams	19 %
#100 sieve	361.2 grams	15 %
#200. sieve	387.5 grams	12 %
On the pan	483.7 grams

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

Test was verified on 9/16/2020 ✔