DIME - Test Summary

Summary for Test 2022-02-08-31-2

Test performed: AASHTO T84-14

Project Identifiers	Project ID: 214921 DEA: 09367404 EFIS: 0916000025
DIST-CO-RTE-PM	09-KER-14-R4.7/R12.6
Award Date	Not set
Closeout Date	01/23/2023
Work Description	CONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location Description	KERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
QA Service Level	1 (Verified on 11/06/2020)

Sample Taken Date	02/08/2022	Sample Unique Key	31
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	02/23/2022
Sample type	Verification	A brief description of the sample	PSUE 3/4" RHMA-G 0.8% Dry Lime
The quantity of what the sample constitutes	3 Bags Virgin Agg. 3 Bags Coldfeed Agg.,	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Willium	Last name of sampler or witnessed by	Lucas
Title of sampler		Telephone number of sampler
Laboratory sample identification	0136G-22	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite Construction - Big Rock	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::BIG ROCK CREEK- GRANITE
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 Granite-Bigrock
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: 2022-02-08-31

DIME Test ID: 2022-02-08-31-2

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: 2022-03-16

Input Type: Measured

Tester's full name: Satish Jain

Date of test: 02/25/2022

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

Mass of the pycnometer with water and aggregate (C): 976.7 grams

Mass of the pycnometer with water (B): 663.7 grams

Mass of the oven dried sample (before pycnometer) (A): 494 grams

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

Mass of the oven dry aggregate (for absorption) (A): 494 grams

Test Sample Preparation: 6% Moisture

Bulk specific gravity: 2.642

Bulk specific gravity (SSD Basis): 2.674

Apparent specific gravity: 2.729

Absorption: 1.2 %

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

Test was verified on 3/16/2022 ✔