DIME - Test Summary

Summary for Test 2022-01-10-11-9

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215349 DEA: 081C0824 EFIS: 0816000087
DIST-CO-RTE-PM	08-RIV-10-R104.9/R134.2
Award Date	03/24/2021
Closeout Date	Not set
Work Description	PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location Description	RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
QA Service Level	1 (Verified on 03/01/2021)

Sample Taken Date	01/10/2022	Sample Unique Key	11
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	01/13/2022
Sample type	Verification	A brief description of the sample	PSU/JMF 3/4" HMA-A-SP R25 1.0% Lime
The quantity of what the sample constitutes	7 Bags Agg., 2 Bags Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Fisher Ehrenberg	Last name of sampler or witnessed by	QA
Title of sampler		Telephone number of sampler
Laboratory sample identification	0101A-22	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Fisher Sand and Gravel-Tempe	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)	CM203
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number	AZ125	A detailed description of where the material sample was collected	Belt Cut at Fisher Sand and Gravel
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: 2022-01-10-11

DIME Test ID: 2022-01-10-11-9

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: 2022-01-18

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: 01/18/2022

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: 95 %

Cumulative percent passing the 3/8 in. sieve: 92 %

Cumulative percent passing the #4 sieve: 70 %

Cumulative percent passing the #8 sieve: 48 %

Cumulative percent passing the #16 sieve: 36 %

Cumulative percent passing the #30 sieve: 27 %

Cumulative percent passing the #50 sieve: 19 %

Cumulative percent passing the #100 sieve: 13 %

Cumulative percent passing the #200 sieve: 9.9 %

General comments (publicly viewable) (Max 1000 characters): Rap Gradation After Ignition

Test was verified on 1/18/2022 ✔