Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2021-06-21-18

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215251
DEA: 021J4604
EFIS: 0220000081
DIST-CO-RTE-PM02-SIS-96-34.5/38.8,88.0/92.0
Award Date02/02/2021
Closeout Date09/27/2021
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE.
Location DescriptionSISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE
QA Service Level1 (Verified on 10/30/2020)

Sample Information

Sample Taken Date06/21/2021 Sample Unique Key18
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 testing06/21/2021
Sample typeAcceptance A brief description of the sample1 bag of Fine RAP (No. 4) for use in 3/8-inch Type HMA
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byDevin Last name of sampler or witnessed byOwens
Title of samplerPEI Telephone number of sampler
Laboratory sample identificationD78848B Linked DIME Sample ID2021-06-21-17
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number853076
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier
Structure nameNot Applicable

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceNorthstate Asphalt
Aggregate SizeFine Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-06-21-18-1AASHTO 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)Terry McCormick, CT D02 - Redding Northern Regional Laboratory06/22/2021Ward Jenkins
Yes
01/21/2022Uncorrected RAP Binder Content
2021-06-21-18-2AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Terry McCormick, CT D02 - Redding Northern Regional Laboratory06/23/2021Ward Jenkins
Yes
01/21/2022
2021-06-21-18-3AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory06/22/2021Ward Jenkins
Yes
01/21/2022Insufficient specimen size. Gser ≈ 2.750

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2021-06-21-18-1 AASHTO T308-10 (Verified)
DIME Test ID: 2021-06-21-18-2 AASHTO T30-19 (Verified)
DIME Test ID: 2021-06-21-18-3 AASHTO T209-12 (Verified)