DIME - Test Summary

Summary for Test 2023-02-13-49-10

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214341 DEA: 081J2004 EFIS: 0817000237
DIST-CO-RTE-PM	08-SBD-15-R21.5/R22.0
Award Date	11/16/2021
Closeout Date	10/02/2024
Work Description	EXTEND DECELARATION LANE
Location Description	SAN BERNARDINO COUNTY NEAR HESPERIA FROM 0.1 MILE NORTH OF ROUTE 15/138 SEPARATION TO GISH OVERHEAD
QA Service Level	1 (Verified on 06/23/2021)

Sample Taken Date	02/13/2023	Sample Unique Key	49
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	02/21/2023
Sample type	Verification	A brief description of the sample	PSUE 3/8" HMA-A-SP R15 0.5% LAS
The quantity of what the sample constitutes	4 Bags Coldfeed Agg., 2 Bags Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Richard	Last name of sampler or witnessed by	Balandra
Title of sampler		Telephone number of sampler
Laboratory sample identification	0152A-23	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Corona	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)	91-33-0027, 91-33-0073
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number		A detailed description of where the material sample was collected	Belt Cut at Vulcan Materials-Corona Drum
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	424103 CORD SJR	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-02-13-49

DIME Test ID: 2023-02-13-49-10

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: 2023-07-05

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/David Padilla

Date of test: 02/28/2023

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: 94 %

Cumulative percent passing the #4 sieve: 62 %

Cumulative percent passing the #8 sieve: 44 %

Cumulative percent passing the #16 sieve: 31 %

Cumulative percent passing the #30 sieve: 19 %

Cumulative percent passing the #50 sieve: 11 %

Cumulative percent passing the #100 sieve: 7 %

Cumulative percent passing the #200 sieve: 5 %

General comments (publicly viewable) (Max 1000 characters): Comb. Virgin Agg. Grading W/Rap Gradation Correlation Factors

Test was verified on 7/5/2023 ✔