DIME - Test Summary

Summary for Test 2023-03-23-9-10

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 993491 DEA: 07336504 EFIS: 0716000401
DIST-CO-RTE-PM	07-LA-110-3.9/5.9
Award Date	03/08/2022
Closeout Date	Not set
Work Description	PLACE STAMPED CONCRETE, CONSTRUCT MVPS AND ACCESS ROADS.
Location Description	LOS ANGELES COUNTY IN AND NEAR LOS ANGELES AND CARSON AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF ROUTE 110/1 SEPARATION TO 0.4 MILE NORTH OF SEPULVEDA BOULEVARD UNDERCROSSING.
QA Service Level	1 (Verified on 04/19/2022)

Sample Taken Date	03/23/2023	Sample Unique Key	9
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	03/27/2023
Sample type	Verification	A brief description of the sample	PSUE 3/4" WMA-A-SP R15 0.25% EVO
The quantity of what the sample constitutes	3 Bags Agg., 1 Bag Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Gerry	Last name of sampler or witnessed by	Zubieta
Title of sampler		Telephone number of sampler
Laboratory sample identification	0182A-23	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Materials-Irwindale	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)	91-19-0035
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-Irwindale
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	220830A IRW LTR	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-03-23-9

DIME Test ID: 2023-03-23-9-10

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: 2023-07-14

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/Zaid. A

Date of test: 04/04/2023

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: 96 %

Cumulative percent passing the 1/2 in. sieve: 80 %

Cumulative percent passing the 3/8 in. sieve: 71 %

Cumulative percent passing the #4 sieve: 47 %

Cumulative percent passing the #8 sieve: 37 %

Cumulative percent passing the #16 sieve: 25 %

Cumulative percent passing the #30 sieve: 15 %

Cumulative percent passing the #50 sieve: 9 %

Cumulative percent passing the #100 sieve: 5 %

Cumulative percent passing the #200 sieve: 4 %

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

Test was verified on 7/14/2023 ✔