DIME - Test Summary

Summary for Test 2021-07-08-25-10

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215224 DEA: 080F5444 EFIS: 0818000209 COOP: 081714
DIST-CO-RTE-PM	08-RIV-91-17.4/18.9
Award Date	Not set
Closeout Date	Not set
Work Description	Operational and safety improvements by constructing a portion of the Ultimate SR?91 CIP Project on WB SR?91 from Green River Road to SR?241 to alleviate traffic congestion in this area (ORA Post Mile R17.4 to R18.9, RIV Post Mile R0.0 to R0.6).
Location Description	The 91 COP consists of the following project components: adding a general purpose (GP) lane approximately 2 miles in length in the WB direction on SR?91 from Green River Road to SR?241.
QA Service Level	2 (Verified on 09/18/2020)

Sample Taken Date	07/08/2021	Sample Unique Key	25
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	07/15/2021
Sample type	Verification	A brief description of the sample	JMF 3/8" HMA-A, R15
The quantity of what the sample constitutes	4 Bags Of Coldfeed Agg., 1 Bag Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	R J Noble Company Orange	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0412A-21	Linked DIME Sample ID
The fabricator/manufacturer/facility name	R J Noble Orange	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)	91-33-0035::EAGLE VALLEY QUARRY
The fabricator's/manufacturer's product name for the sample	3/8 HMA-A R15	The fabricator/manufacturer designation for the sample
The plant number	44R1504SPO	A detailed description of where the material sample was collected	Belt Cut at RJ Noble Orange Plant
Where the material sample would have been placed if not sampled	Asphalt Paving	Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-07-08-25

DIME Test ID: 2021-07-08-25-10

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

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

Test Release Date: 2021-07-26

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: Calculated

Tester's full name: Satish Jain

Date of test: 07/22/2021

Cumulative percent passing the 3 in. sieve: 100 %

Cumulative percent passing the 2 1/2 in. sieve: 100 %

Cumulative percent passing the 2 in. sieve: 100 %

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: 100 %

Cumulative percent passing the 1/2 in. sieve: 100 %

Cumulative percent passing the 3/8 in. sieve: 97 %

Cumulative percent passing the #4 sieve: 62 %

Cumulative percent passing the #8 sieve: 40 %

Cumulative percent passing the #16 sieve: 26 %

Cumulative percent passing the #30 sieve: 17 %

Cumulative percent passing the #50 sieve: 11 %

Cumulative percent passing the #100 sieve: 8 %

Cumulative percent passing the #200 sieve: 5.6 %

General comments (publicly viewable) (Max 1000 characters): Combined RAP/Virgin Aggregate Gradation W/Correlation Factors Applied

Test was verified on 7/26/2021 ✔