DIME - Test Summary

Summary for Test 2021-05-17-7-1

Test performed: AASHTO T27-14

Project Identifiers	Project ID: 215309 DEA: 09385904
DIST-CO-RTE-PM	09-KER-14-R12.6/L16.2
Award Date	01/29/2021
Closeout Date	06/30/2021
Work Description	COLD PLANE AND PLACE HMA (TYPE A).
Location Description	KERN COUNTY AT AND NEAR MOJAVE FROM 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING TO 0.1 MILE NORTH OF BUSINESS 58 EAST
QA Service Level	1 (Verified on 06/23/2021)

Sample Taken Date	05/17/2021	Sample Unique Key	7
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	05/19/2021
Sample type	Verification	A brief description of the sample	PSUE 3/4" HMA-A-SP R15 1.0% LAS
The quantity of what the sample constitutes	4 Bags Coldfeed Agg., 1 Bag Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	S	Last name of sampler or witnessed by	Ahumada
Title of sampler		Telephone number of sampler
Laboratory sample identification	0289A-21	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Griffith Edmonston-Lebec	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)	91-15-0068
The fabricator's/manufacturer's product name for the sample	3/4 HMA-A-SP R15	The fabricator/manufacturer designation for the sample
The plant number	GRF 15 G3 2	A detailed description of where the material sample was collected	Belt Cut at Griffith Edmonston
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		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-05-17-7

DIME Test ID: 2021-05-17-7-1

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: 2021-06-02

What type of gradation is being tested?: HMA 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?: No

Input Type: Calculated

Tester's full name: Dominic Montemayor, Satish Jain

Date of test: 05/26/2021

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: 99 %

Cumulative percent passing the 1/2 in. sieve: 81 %

Cumulative percent passing the 3/8 in. sieve: 67 %

Cumulative percent passing the #4 sieve: 47 %

Cumulative percent passing the #8 sieve: 30 %

Cumulative percent passing the #16 sieve: 20 %

Cumulative percent passing the #30 sieve: 14 %

Cumulative percent passing the #50 sieve: 9 %

Cumulative percent passing the #100 sieve: 6 %

Cumulative percent passing the #200 sieve: 3.3 %

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

Test was verified on 6/2/2021 ✔