Sample Record

Owner Lab

  • CT D01 - District 1 Materials Laboratory

DIME Sample ID 2018-04-04-6

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212740
DEA: 010H7004
EFIS: 0118000075
DIST-CO-RTE-PM01-DN-101-14.9/15.3, 14.8/15.1, 14.8/15.4
Award Date11/13/2017
Closeout Date07/13/2021
Work DescriptionRoadway stabilization & retaining wall repair
Location DescriptionIn Del Norte County near Crescent City from 1.0 to 1.3 miles north of Rudsill Road
QA Service Level1 (Verified on 09/25/2017)

Sample Information

Sample Taken Date04/04/2018 Sample Unique Key6
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 testing04/13/2018
Sample typeQuality Assurance A brief description of the sample0.5 HMA-A wRAP
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byKen Last name of sampler or witnessed bySutterfield
Title of samplerARE Telephone number of samplerUnknown
Laboratory sample identification61918 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameTidewater Smith River Transportation Laboratory (TL) Number928801
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot numberNot set
Sublot numberNot set HMA Mix NumberNot set
HMA PayNo

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2018-04-04-6-1AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)Leif Ayres, CT D01 - District 1 Materials Laboratory04/13/2018Leif Ayres
Yes
04/13/2018
2018-04-04-6-2AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Leif Ayres, CT D01 - District 1 Materials Laboratory04/13/2018Leif Ayres
Yes
04/13/2018

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2018-04-04-6-1 AASHTO T308-10 (Verified)
DIME Test ID: 2018-04-04-6-2 AASHTO T209-12 (Verified)