DIME - Test Summary

Summary for Test 2021-04-19-27-10

Test performed: CTM 202-November 2011

Sample Taken Date	04/19/2021	Sample Unique Key	27
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	05/03/2021
Sample type	Verification	A brief description of the sample	JMF 3/4" RHMA-G-SP, 10% RAP, 1.0% LSM
The quantity of what the sample constitutes	11 Bags of Agg., 2Bags of Coldfeed, 2 Bags of RAP	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Blue Diamond Materials Victorville	Last name of sampler or witnessed by	QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0250G-10R-21	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Blue Diamond Materials	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)	91-36-0040, 91-36-0106
The fabricator's/manufacturer's product name for the sample	3/4 RHMA-G-SP R10	The fabricator/manufacturer designation for the sample
The plant number	300072 LSM LC 10 RAP	A detailed description of where the material sample was collected	Belt Cut at Blue Diamond Victorville Plant
Where the material sample would have been placed if not sampled	Asphalt Paving	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-04-19-27

DIME Test ID: 2021-04-19-27-10

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: 2021-05-17

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: Edmond Jabbour, Friday Ofoegbu

Date of test: 05/12/2021

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: 98 %

Cumulative percent passing the 1/2 in. sieve: 89 %

Cumulative percent passing the 3/8 in. sieve: 72 %

Cumulative percent passing the #4 sieve: 34 %

Cumulative percent passing the #8 sieve: 25 %

Cumulative percent passing the #16 sieve: 19 %

Cumulative percent passing the #30 sieve: 13 %

Cumulative percent passing the #50 sieve: 8 %

Cumulative percent passing the #100 sieve: 4 %

Cumulative percent passing the #200 sieve: 2.2 %

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

Test was verified on 5/17/2021 ✔