DIME » All Projects » Project - DEA: 024C40V4 » Sample 2020-03-09-6 » Sample Details

Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2020-03-09-6

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date03/09/2020 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 testing03/09/2020
Sample typeAcceptance A brief description of the sampleRAP
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of sampler Telephone number of sampler
Laboratory sample identificationD78339B Linked DIME Sample ID2020-03-09-5
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number001686
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size3/8-inch 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
2020-03-09-6-1AASHTO 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)Ward Jenkins, CT D02 - Redding Northern Regional Laboratory03/17/2020Ward Jenkins
Yes
03/20/2020Uncorrected. Est. Pbr = 4.40
2020-03-09-6-2AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Ward Jenkins, CT D02 - Redding Northern Regional Laboratory03/20/2020Ward Jenkins
Yes
03/20/2020
2020-03-09-6-3AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Ward Jenkins, CT D02 - Redding Northern Regional Laboratory03/19/2020Ward Jenkins
Yes
03/20/2020

Sample File Attachments

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Test File Attachments


DIME Test ID: 2020-03-09-6-1 AASHTO T308-10 (Verified)
DIME Test ID: 2020-03-09-6-2 AASHTO T30-19 (Verified)
DIME Test ID: 2020-03-09-6-3 AASHTO T209-12 (Verified)