DIME - Test Summary

Summary for Test 2019-08-15-20-7

Test performed: AASHTO T304-11

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	08/15/2019	Sample Unique Key	20
Date that the sample was received by the laboratory/organization performing the testing	08/15/2019	Sample type	Verification
A brief description of the sample	Combined Untreated 3/4-inch Type G Aggregate	The quantity of what the sample constitutes	JMF Verification
From where was the sample collected	Source	First name of sampler or witnessed by	Mark
Last name of sampler or witnessed by	Mahoney	Title of sampler	Consultant
Telephone number of sampler		Laboratory sample identification	D78105F
Linked DIME Sample ID		The fabricator/manufacturer/facility name	JF Shea Construction - Fawndale Rock Quarry - Redding
Transportation Laboratory (TL) Number	898330	Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

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	Laboratory Batched from Sized Untreated Stockpile Samples
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-S1	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2019-08-15-20

DIME Test ID: 2019-08-15-20-7

Testing Lab: CT D02 - Redding Northern Regional Laboratory

Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)

Test Release Date: 2021-12-14

What test method is performed?: Method A

Input Type: Measured

Tester's full name: Terry McCormick

Date of test: 08/29/2019

Mass of measure: 190.2 grams

Bulk dry specific gravity: 2.674

Mass of sample and measure #1: 328.6 grams

Mass of sample and measure #2: 328.8 grams

Volume of cylinder: 100.0 mL

Mass of sample #1: 138.4 grams

Mass of sample #2: 138.6 grams

Uncompacted voids #1: 48.2 %

Uncompacted voids #2: 48.2 %

Average uncompacted voids: 48.2 %

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

Test was verified on 12/14/2021 ✔