Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2023-08-28-97

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 995104
DEA: 023J7504
EFIS: 0222000080
DIST-CO-RTE-PM02-LAS-139-32/38
Award Date03/06/2023
Closeout DateNot set
Work DescriptionGrasshopper CIR
Location DescriptionNot set
QA Service Level1 (Verified on 08/24/2023)

Sample Information

Sample Taken Date08/28/2023 Sample Unique Key97
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 testing08/28/2023
Sample typeProduction Start-Up A brief description of the sample1 bag of Fine RAP (3/8-inch)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byAndrea Last name of sampler or witnessed bySloaterman
Title of samplerTET C Telephone number of sampler
Laboratory sample identificationD79335B Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA) Transportation Laboratory (TL) Number858045
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceHat Creek Construction and Materials, Ward Lake Plant, Litchfield, CA
Aggregate Size3/8-inch Aggregate Source
RAP Stockpile Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2023-08-28-97-1AASHTO 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)Joe Mishoe and Terry McCormick, CT D02 - Redding Northern Regional Laboratory08/30/2023Ward Jenkins
Yes
03/19/2024Pbr(uncorrected)=6.92%, Pbr≈5.44%
2023-08-28-97-2AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory08/30/2023Ward Jenkins
Yes
03/19/2024P¾″=100.%, P½″=100.%, P⅜″=99%, P№4=76%, P№8=57%, P№30=33%, P№200=11.3%
2023-08-28-97-3AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Josh Murphy, CT D02 - Redding Northern Regional Laboratory08/30/2023Ward Jenkins
Yes
03/19/2024Gmmr=2.478, Gser≈2.692

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2023-08-28-97-1 AASHTO T308-10 (Verified)
DIME Test ID: 2023-08-28-97-2 AASHTO T30-19 (Verified)
DIME Test ID: 2023-08-28-97-3 AASHTO T209-12 (Verified)