Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2020-04-02-18

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 Date04/02/2020 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 testing04/02/2020
Sample typeDepartment Acceptance A brief description of the sample3/4-inch Type A HMA (eq. PG 64-10)
The quantity of what the sample constitutes10000 tons From where was the sample collectedManufacturer
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78369 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number897561
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

JMF Information

Verification IDJMF3513-2020-97 Date Created03/09/2020
JMF Submittal IDJMF3511-22-2020-139 JMF StatusSubmittal Authorized For Use
Producer Mix ID19-1001.314 Authorized Date08/26/2019

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-04-02-18-1AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Dennis Hickey, CT D02 - Redding Northern Regional Laboratory04/03/2020Ward Jenkins
Yes
04/30/2020
2020-04-02-18-2AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)Darrell Valasek, CT D02 - Redding Northern Regional Laboratory04/07/2020Ward Jenkins
Yes
04/30/2020

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2020-04-02-18-1 AASHTO T209-12 (Verified)
DIME Test ID: 2020-04-02-18-2 AASHTO T324-14 (Verified)