DIME - Sample Record for DIME Sample ID 2020-01-20-8

DIME » All Projects » Project - DEA: 030H10U4 » Sample 2020-01-20-8 » Sample Details

Sample Record

Owner Lab

CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2020-01-20-8

Sample is locked from editing. info

Project Information

Project Identifiers	Project ID: 213411 DEA: 030H10U4 EFIS: 0317000246
DIST-CO-RTE-PM	03-SAC-5-9.7/24.9
Award Date	05/01/2019
Closeout Date	02/22/2024
Work Description	Not set
Location Description	Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level	1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date	01/20/2020	Sample Unique Key	8
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	02/25/2020
Sample type	Department Acceptance	A brief description of the sample	3/4 inch Maximum Class 2 Aggregate Base (Recycled)
The quantity of what the sample constitutes	500 yd	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Derrick	Last name of sampler or witnessed by	Morales
Title of sampler	Tech	Telephone number of sampler
Laboratory sample identification	D78335	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite Bradshaw	Transportation Laboratory (TL) Number	739702
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Information

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-34-0043::VINEYARD I
The fabricator's/manufacturer's product name for the sample	Unknown	The fabricator/manufacturer designation for the sample	Unknown
The plant number	Unknown	A detailed description of where the material sample was collected	Stockpile at Granite - Bradshaw
Where the material sample would have been placed if not sampled	Unknown	Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number	Product ID 1823	Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

Submitted Tests

DIME Test ID	Test Method	Tester Name, Testing Lab	Date Tested	Submitted By	Verified?	Release Date	Test Comments
2020-01-20-8-1	CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates	Ward Jenkins, CT D02 - Redding Northern Regional Laboratory	02/27/2020	Ward Jenkins	Yes	03/12/2020
2020-01-20-8-2	CTM 217-June 2011: Method of Test for Sand Equivalent	Dennis Hickey, CT D02 - Redding Northern Regional Laboratory	02/28/2020	Ward Jenkins	Yes	03/12/2020	Correct SE value is 68.
2020-01-20-8-3	CTM 229-June 2011: Method of Test for Durability Index	Dennis Hickey, CT D02 - Redding Northern Regional Laboratory	03/13/2020	Ward Jenkins	Yes	03/16/2020
2020-01-20-8-4	CTM 301-March 2000: Method for Determining the Resistance "R" Value of Treated and Untreated Bases, Subbases, and Basement Soils by the Stabilometer	Dennis Hickey, CT D02 - Redding Northern Regional Laboratory	03/03/2020	Ward Jenkins	Yes	03/12/2020

Sample File Attachments

File Name	Extension	Date Uploaded	Actions
No results found.

Test File Attachments

DIME Test ID: 2020-01-20-8-1 CTM 202-November 2011 (Verified)
DIME Test ID: 2020-01-20-8-2 CTM 217-June 2011 (Verified)
DIME Test ID: 2020-01-20-8-3 CTM 229-June 2011 (Verified)
DIME Test ID: 2020-01-20-8-4 CTM 301-March 2000 (Verified)