DIME - Test Summary

Summary for Test 2023-01-12-19-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 993805 DEA: 070W1404 EFIS: 0721000062
DIST-CO-RTE-PM	07-VEN-1-4.4/9.7
Award Date	06/24/2022
Closeout Date	Not set
Work Description	COLD PLACE AC PAVEMENT AND PLACE RHMA-G.
Location Description	VENTURA COUNTY FROM BIG SYCAMORE MAINTENANCE STATION AND PARK TO 0.2 MILE SOUTH OF GALLEGUAS GREEK BRIDGE
QA Service Level	1 (Verified on 05/11/2022)

Sample Taken Date	01/12/2023	Sample Unique Key	19
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	01/17/2023
Sample type	Verification	A brief description of the sample	1/2" RHMA-G-SP 0.5%WMA
The quantity of what the sample constitutes	4 Bags Comb. Belt Cut Agg., 1 Qt. Hi-Nat, 1 Qt. CRM	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Jay	Last name of sampler or witnessed by	Olsen
Title of sampler		Telephone number of sampler
Laboratory sample identification	0109G-23	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Vulcan Materials-Saticoy	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	326122 SAT VLO	A detailed description of where the material sample was collected	Belt Cut at Vulcan Materials- Saticoy
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		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-01-12-19

DIME Test ID: 2023-01-12-19-1

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)

Test Release Date: 2023-04-06

What type of gradation is being tested?: Combined Gradation

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

Does this test use 1/4 sieve? (question for HMA Gradation Type): No

Has the fine aggregate sample been reduced?: Yes

Input Type: Calculated

Tester's full name: Satish Jain/Amir Behjati

Date of test: 01/21/2023

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: 86 %

Cumulative percent passing the #4 sieve: 28 %

Cumulative percent passing the #8 sieve: 19 %

Cumulative percent passing the #16 sieve: 14 %

Cumulative percent passing the #30 sieve: 10 %

Cumulative percent passing the #50 sieve: 7 %

Cumulative percent passing the #100 sieve: 5 %

Cumulative percent passing the #200 sieve: 2.9 %

General comments (publicly viewable) (Max 1000 characters): Combined Virgin Aggregate Gradation

Test was verified on 4/6/2023 ✔