DIME - Test Summary

Summary for Test 2023-05-16-62-10

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994266 DEA: 070W3604 EFIS: 0722000007
DIST-CO-RTE-PM	07-LA-14,126-R30.9,R4.1
Award Date	11/16/2022
Closeout Date	Not set
Work Description	POLYESTER CONCRETE OVERLAY AND JOINT SEAL REPLACEMENT.
Location Description	LOS ANGELES COUNTY NEAR SANTA CLARITA ON ROUTE 14 AT VIA PRINCESSA UNDERCROSSING AND ON ROUTE 126 AT CASTAIC CREEK BRIDGE.
QA Service Level	1 (Verified on 10/06/2022)

Sample Taken Date	05/16/2023	Sample Unique Key	62
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	06/05/2023
Sample type	Verification	A brief description of the sample	2 Bags of each Bin Agg. (1,2,3,4), 1 Bag of RAP:
The quantity of what the sample constitutes	PSUE 1/2" WMA-A-SP R15 0.25% EVO	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Thomas	Last name of sampler or witnessed by	Shivens QC
Title of sampler		Telephone number of sampler
Laboratory sample identification	0293A-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)	91-19-0046
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 Sun Valley
Where the material sample would have been placed if not sampled	Asphalt Paving	Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number	320914 SVA LTR	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-05-16-62

DIME Test ID: 2023-05-16-62-10

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/M. Campos

Date of test: 06/13/2023

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: 98 %

Cumulative percent passing the 3/8 in. sieve: 88 %

Cumulative percent passing the #4 sieve: 61 %

Cumulative percent passing the #8 sieve: 39 %

Cumulative percent passing the #16 sieve: 25 %

Cumulative percent passing the #30 sieve: 17 %

Cumulative percent passing the #50 sieve: 10 %

Cumulative percent passing the #100 sieve: 6 %

Cumulative percent passing the #200 sieve: 3.4 %

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

Test was verified on 9/7/2023 ✔