DIME - Test Summary

Summary for Test 2023-05-17-68-10

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 993844 DEA: 070W1004 EFIS: 0721000043
DIST-CO-RTE-PM	07-LA-5-31.8/42.6
Award Date	06/28/2022
Closeout Date	Not set
Work Description	PLACE RUBBERIZED HMA (GAP GRADED)
Location Description	LOS ANGELES COUNTY IN BURBANK AND LOS ANGELES FROM COHASSET STREET UNDERCROSSING TO ROXFORD STREET UNDERCROSSING
QA Service Level	1 (Verified on 09/20/2022)

Sample Taken Date	05/17/2023	Sample Unique Key	68
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	05/31/2023
Sample type	Verification	A brief description of the sample	PSUE 3/4" WMA-A-SP R15 0.50% EVO
The quantity of what the sample constitutes	2 bags of each Bin (1,2,3,4,5) and 2 bags of RAP	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Thomas	Last name of sampler or witnessed by	Shivers
Title of sampler		Telephone number of sampler
Laboratory sample identification	0285A-23	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan - Sun Valley	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)	91-33-0035
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 Sun Valley 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	220826 SVA LTR	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-05-17-68

DIME Test ID: 2023-05-17-68-10

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: 2023-09-07

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/RG

Date of test: 06/15/2023

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: 85 %

Cumulative percent passing the 3/8 in. sieve: 65 %

Cumulative percent passing the #4 sieve: 50 %

Cumulative percent passing the #8 sieve: 39 %

Cumulative percent passing the #16 sieve: 26 %

Cumulative percent passing the #30 sieve: 17 %

Cumulative percent passing the #50 sieve: 12 %

Cumulative percent passing the #100 sieve: 8 %

Cumulative percent passing the #200 sieve: 5.2 %

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

Test was verified on 9/7/2023 ✔