Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2023-06-14-85

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 994345
DEA: 023J7804
EFIS: 0222000083
DIST-CO-RTE-PM02-TRI-36-15.8/16.9,20.5/24.5
Award Date12/22/2022
Closeout Date08/22/2023
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionTRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD
QA Service Level1 (Verified on 03/28/2023)

Sample Information

Sample Taken Date06/14/2023 Sample Unique Key85
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 testing06/14/2023
Sample typeProduction Start-Up A brief description of the sample2 bags 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 byJD Last name of sampler or witnessed byAtkinson
Title of samplerTester Telephone number of sampler
Laboratory sample identificationD79264B Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number858118
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceTullis, Northstate Asphalt, Redding, 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
2023-06-14-85-1AASHTO 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)Dennis Hickey, CT D02 - Redding Northern Regional Laboratory06/16/2023Ward Jenkins
Yes
08/03/2023Pbr(uncorrected)=6.39%, Pbr≈5.48%
2023-06-14-85-2AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Josh Ferency, CT D02 - Redding Northern Regional Laboratory06/16/2023Ward Jenkins
Yes
08/03/2023
2023-06-14-85-3AASHTO 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 Laboratory06/15/2023Ward Jenkins
Yes
08/03/2023Gmmr=2.511, Gser≈2.736

Sample File Attachments

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Test File Attachments


DIME Test ID: 2023-06-14-85-1 AASHTO T308-10 (Verified)
DIME Test ID: 2023-06-14-85-2 AASHTO T30-19 (Verified)
DIME Test ID: 2023-06-14-85-3 AASHTO T209-12 (Verified)