Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2019-04-16-29

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 Date04/16/2019 Sample Unique Key29
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 testing04/16/2019
Sample typeVerification A brief description of the sampleRAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of sampler Telephone number of sampler
Laboratory sample identificationD77823B Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt Transportation Laboratory (TL) Number857584
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale
Aggregate Size3/8-inch Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)1000
Reclaimed Asphalt Pavement Mix NumberNot set

JMF Information

Verification IDJMF3513-2019-58 Date Created05/01/2019
JMF Submittal IDJMF3511-22-2019-84 JMF StatusSubmittal Rejected For Use
Producer Mix ID19-1001.314 Rejected Date05/06/2019

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2019-04-16-29-1AASHTO 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 Laboratory04/18/2019Ward Jenkins
Yes
05/01/2019
2019-04-16-29-2AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Terry McCormick, CT D02 - Redding Northern Regional Laboratory04/19/2019Ward Jenkins
Yes
05/01/2019
2019-04-16-29-3AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Darrell Valasek, CT D02 - Redding Northern Regional Laboratory04/18/2019Ward Jenkins
Yes
05/01/2019

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2019-04-16-29-1 AASHTO T308-10 (Verified)
DIME Test ID: 2019-04-16-29-2 AASHTO T30-15 (Verified)
DIME Test ID: 2019-04-16-29-3 AASHTO T209-12 (Verified)