DIME - Test Summary

Summary for Test 2019-09-26-20-2

Test performed: AASHTO T84-14

Project Identifiers	Project ID: 213469 DEA: 024C40V4 EFIS: 0218000125
DIST-CO-RTE-PM	02-SHA-5-R3.8/R11.7
Award Date	11/06/2018
Closeout Date	08/16/2023
Work Description	WIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location Description	SHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level	1 (Verified on 12/31/2018)

Sample Taken Date	09/26/2019	Sample Unique Key	20
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	09/27/2019
Sample type	Verification	A brief description of the sample	Lime Treated 3/4-inch Type G Aggregate
The quantity of what the sample constitutes	Production Start-Up Evaluation	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Mark	Last name of sampler or witnessed by	Mahoney
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	D78215	Linked DIME Sample ID
The fabricator/manufacturer/facility name	JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA	Transportation Laboratory (TL) Number	001465
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)	91-45-0017
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	Cold Feed
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	JMF 19-26-PXX	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2019-09-26-20

DIME Test ID: 2019-09-26-20-2

Testing Lab: CT D02 - Redding Northern 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: 2021-12-14

Input Type: Measured

Tester's full name: Terry McCormick

Date of test: 10/12/2019

Mass of saturated surface dry sample (before pycnometer) (S): 504.7 grams

Mass of the pycnometer with water and aggregate (C): 967.8 grams

Mass of the pycnometer with water (B): 648.4 grams

Mass of the oven dried sample (before pycnometer) (A): 499.1 grams

Mass of the saturated surface dry aggregate (for absorption) (S): 504.7 grams

Mass of the oven dry aggregate (for absorption) (A): 499.1 grams

Test Sample Preparation: Total Saturation

Bulk specific gravity: 2.693

Bulk specific gravity (SSD Basis): 2.724

Apparent specific gravity: 2.777

Absorption: 1.1 %

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

Test was verified on 12/14/2021 ✔