DIME - Test Summary

Summary for Test 2021-03-18-3-9

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214339 DEA: 081G0004 EFIS: 0815000107
DIST-CO-RTE-PM	08-RIV-95-14.5/35.6
Award Date	11/04/2020
Closeout Date	03/01/2022
Work Description	CONSTRUCT CONCRETE/RSP APRONS
Location Description	RIVERSIDE COUNTY AT VARIOUS LOCATIONS FROM 4 MILES NORTH OF PALO VERDE DAM ROAD TO 0.6 MILE SOUTH OF SAN BERNARDINO COUNTY LINE
QA Service Level	1 (Verified on 12/02/2020)

Sample Taken Date	03/18/2021	Sample Unique Key	3
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	03/19/2021
Sample type	Verification	A brief description of the sample	PSUE 3/4" HMA-A-SP R25 0.5% LAS
The quantity of what the sample constitutes	12 Bags of Aggregate, 2 Bags of RAP	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Luke	Last name of sampler or witnessed by	Hall
Title of sampler		Telephone number of sampler
Laboratory sample identification	0162A-21	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite - Indio	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)	91-33-0072
The fabricator's/manufacturer's product name for the sample	3/4 HMA-A-SP R25	The fabricator/manufacturer designation for the sample
The plant number	1535	A detailed description of where the material sample was collected	Belt Cut at Granite Indio 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: 2021-03-18-3

DIME Test ID: 2021-03-18-3-9

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: 2021-03-29

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: Larry Diaz

Date of test: 03/24/2021

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: 100 %

Cumulative percent passing the #4 sieve: 80 %

Cumulative percent passing the #8 sieve: 62 %

Cumulative percent passing the #16 sieve: 47 %

Cumulative percent passing the #30 sieve: 35 %

Cumulative percent passing the #50 sieve: 23 %

Cumulative percent passing the #100 sieve: 15 %

Cumulative percent passing the #200 sieve: 9 %

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

Test was verified on 3/29/2021 ✔