DIME - Test Summary

Summary for Test 2020-07-16-6-4

Test performed: AASHTO T84-14

Project Identifiers	Project ID: 213741 DEA: 07325704 EFIS: 0716000089
DIST-CO-RTE-PM	07-LA-5-1.7
Award Date	Not set
Closeout Date	Not set
Work Description	BUILDING CONSTRUCTION IN LOS ANGELES COUNTY IN SANTA FE SPRINGS AT 14044 FREEWAY DRIVE.
Location Description	Santa Fe Springs, At 14044 Freeway Drive.
QA Service Level	1 (Verified on 07/08/2019)

Sample Taken Date	07/16/2020	Sample Unique Key	6
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	07/17/2020
Sample type	Verification	A brief description of the sample	PSUE 1/2" WMA-A-SP R25 0.25% Evo Aggregate and RAP
The quantity of what the sample constitutes	2 Bags Combined Agg., 1 Bag Rap	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Robert	Last name of sampler or witnessed by	Trao
Title of sampler		Telephone number of sampler
Laboratory sample identification	0441A-20	Linked DIME Sample ID
The fabricator/manufacturer/facility name	RJ Noble Orange	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)	91-33-0014/ 91-33-0035
The fabricator's/manufacturer's product name for the sample	1/2 WMA-A-SP R25	The fabricator/manufacturer designation for the sample
The plant number	40R2507SPWEO	A detailed description of where the material sample was collected	Belt Cut at RJ Noble Orange Plant
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	Not set

DIME Sample ID: 2020-07-16-6

DIME Test ID: 2020-07-16-6-4

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)

Test Release Date: 2020-07-23

Input Type: Measured

Tester's full name: Friday Ofoegbu

Date of test: 07/19/2020

Mass of saturated surface dry sample (before pycnometer) (S): 500 grams

Mass of the pycnometer with water and aggregate (C): 967.7 grams

Mass of the pycnometer with water (B): 655.8 grams

Mass of the oven dried sample (before pycnometer) (A): 491.3 grams

Mass of the saturated surface dry aggregate (for absorption) (S): 500 grams

Mass of the oven dry aggregate (for absorption) (A): 491.3 grams

Test Sample Preparation: Total Saturation

Bulk specific gravity: 2.612

Bulk specific gravity (SSD Basis): 2.658

Apparent specific gravity: 2.739

Absorption: 1.8 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/23/2020 ✔