Sample Record

Owner Lab

  • CT D02 - North Region Materials Lab

DIME Sample ID 2021-07-27-25

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 214190
DEA: 024G41U4
EFIS: 0218000047
DIST-CO-RTE-PM02-SIS,SIS-5-Var
Award Date08/26/2019
Closeout Date11/24/2021
Work DescriptionREPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location DescriptionSHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
QA Service Level1 (Verified on 07/09/2019)

Sample Information

Sample Taken Date07/27/2021 Sample Unique Key25
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 testing07/27/2021
Sample typeAcceptance A brief description of the sample3/8 in RAP
The quantity of what the sample constitutesPSE at 118 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed byBibbins
Title of samplerCGI Telephone number of sampler
Laboratory sample identificationD78912 Linked DIME Sample ID2021-07-27-24
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number990949
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, Reddimg, CA
Aggregate Size3/8-inch Aggregate SourceFawndale Rock and Asphalt, Redding, Ca
RAP StockpileContinuous Stockpile Size (tons)Unknown
HMA Design ID

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-07-27-25-1AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Terry McCormickCT D02 - North Region Materials Lab08/03/2021Darrell Valasek
Yes
08/09/2021
2021-07-27-25-2AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)Terry McCormickCT D02 - North Region Materials Lab08/03/2021Darrell Valasek
Yes
08/09/2021
2021-07-27-25-3AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)Terry McCormickCT D02 - North Region Materials Lab08/03/2021Darrell Valasek
Yes
08/09/2021