DIME - Test Summary

Summary for Test 2023-02-02-25-9

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196
DIST-CO-RTE-PM	08-RIV-10-6.7/R25.1
Award Date	11/26/2019
Closeout Date	11/01/2023
Work Description	Remove concrete pavement and base, and place HMA and JPCP
Location Description	ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
QA Service Level	1 (Verified on 01/09/2020)

Sample Taken Date	02/02/2023	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	02/07/2023
Sample type	Verification	A brief description of the sample	PSUE 3/4" HMA-A-SP R24 0.5% LAS
The quantity of what the sample constitutes	8 Bags Of Virgin Agg., 2 Bags Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	K	Last name of sampler or witnessed by	Patel
Title of sampler		Telephone number of sampler
Laboratory sample identification	0138A-23	Linked DIME Sample ID
The fabricator/manufacturer/facility name	California Commercial Asphalt - Coachella	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)	91-33-0084
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number	43417615	A detailed description of where the material sample was collected	Belt Cut at California Commercial Asphalt Coachella
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

DIME Sample ID: 2023-02-02-25

DIME Test ID: 2023-02-02-25-9

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: 2023-06-13

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?: Yes

For Combined Gradation only, use #40 Sieve?: No

Input Type: Calculated

Tester's full name: Satish Jain

Date of test: 02/14/2023

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: 95 %

Cumulative percent passing the #4 sieve: 68 %

Cumulative percent passing the #8 sieve: 48 %

Cumulative percent passing the #16 sieve: 36 %

Cumulative percent passing the #30 sieve: 26 %

Cumulative percent passing the #50 sieve: 18 %

Cumulative percent passing the #100 sieve: 11 %

Cumulative percent passing the #200 sieve: 7 %

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

Test was verified on 6/13/2023 ✔