DIME - Sample Record for DIME Sample ID 2019-04-01-52

DIME » All Projects » Project - DEA: 00000000 » Sample 2019-04-01-52 » Sample Details

Sample Record

Owner Lab

CT HQ - Sacramento Hot Mix Asphalt Laboratory

DIME Sample ID 2019-04-01-52

Project Information

Project Identifiers	Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000
DIST-CO-RTE-PM	03-SAC,OMG-888,99,80-0.6-0.6
Award Date	Not set
Closeout Date	Not set
Work Description	THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description	THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
QA Service Level	1 (Verified on 04/05/2013)

Sample Information

Sample Taken Date	04/01/2019	Sample Unique Key	52
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	04/02/2019
Sample type	Verification	A brief description of the sample	1/2" virgin aggregate
The quantity of what the sample constitutes	JMF Verification	From where was the sample collected	Source
First name of sampler or witnessed by	Barrett	Last name of sampler or witnessed by	Felder
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Griffith, Edmonston	Transportation Laboratory (TL) Number	C929876
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)	04-03447
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	Source
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

JMF Information

Verification ID	JMF3513-2019-90	Date Created	12/24/2019
JMF Submittal ID	JMF3511-208-2019-131	JMF Status	Submittal Authorized For Use
Producer Mix ID	0612000105-Test_Run_for_DIME_JMF_Improvements	Authorized Date	04/25/2019

Submitted Tests

DIME Test ID	Test Method	Tester Name, Testing Lab	Date Tested	Submitted By	Verified?	Release Date	Test Comments
2019-04-01-52-1	THIS TEST HAS BEEN SUPERSEDED. AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)	Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory	04/02/2019	Clinton Edmiston	Yes	12/30/2019	THIS TEST HAS BEEN SUPERSEDED.
2019-04-01-52-2	AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)	Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory	04/02/2019	Clinton Edmiston	Yes	12/30/2019
2019-04-01-52-3	AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)	Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory	04/02/2019	Clinton Edmiston	Yes	12/30/2019
2019-04-01-52-4	AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)	Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory	04/02/2019	Clinton Edmiston	Yes	12/30/2019
2019-04-01-52-5	ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)	Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory	04/02/2019	Clinton Edmiston	Yes	12/30/2019
2019-04-01-52-6	CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)	Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory	04/02/2019	Clinton Edmiston	Yes	12/30/2019
2019-04-01-52-7	AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)	Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory	04/02/2019	Clinton Edmiston	Yes	12/30/2019
2019-04-01-52-8	AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)	Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory	04/02/2019	Clinton Edmiston	Yes	12/30/2019
2019-04-01-52-9	AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)	Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory	04/02/2019	Clinton Edmiston	Yes	12/30/2019
2019-04-01-52-10	AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)	Clinton Edmiston, CT HQ - Sacramento Hot Mix Asphalt Laboratory	04/02/2019	Clinton Edmiston	Yes	12/30/2019

Sample File Attachments

File Name	Extension	Date Uploaded	Actions
No results found.

Test File Attachments

DIME Test ID: 2019-04-01-52-1 AASHTO T335-09r13 (Verified)
DIME Test ID: 2019-04-01-52-2 AASHTO T96-02r10 (Verified)
DIME Test ID: 2019-04-01-52-3 AASHTO T176-08 (Verified)
DIME Test ID: 2019-04-01-52-4 AASHTO T304-11 (Verified)
DIME Test ID: 2019-04-01-52-5 ASTM D4791-10 (Verified)
DIME Test ID: 2019-04-01-52-6 CTM 204-June 2010 (Verified)
DIME Test ID: 2019-04-01-52-7 AASHTO T210-15 (Verified)
DIME Test ID: 2019-04-01-52-8 AASHTO T84-14 (Verified)
DIME Test ID: 2019-04-01-52-9 AASHTO T85-13 (Verified)
DIME Test ID: 2019-04-01-52-10 AASHTO T335-09r13 (Verified)