Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2018-10-09-3

Project Information

Project IdentifiersProject ID: 211669
DEA: 022C0904
EFIS: 0200000161
DIST-CO-RTE-PM02-PLU-70-50.6/51.7
Award Date11/16/2016
Closeout Date11/12/2020
Work DescriptionBRIDGE WIDENING AND DECK REPLACEMENT, HMA, MGS AND CULVERT REPLACEMENT
Location DescriptionPLUMAS COUNTY NEAR QUINCY FROM 0.6 MILE WEST TO 0.5 MILE EAST OF SPRING GARDEN BRIDGE OVERHEAD
QA Service Level1 (Verified on 10/25/2016)

Sample Information

Sample Taken Date10/09/2018 Sample Unique Key3
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 testing10/11/2018
Sample typeDepartment Acceptance A brief description of the sample3/4 HMA A 15 rap PG64-28m Albina
The quantity of what the sample constitutes4 boxs From where was the sample collectedManufacturer
First name of sampler or witnessed byMonte Last name of sampler or witnessed bySpencer
Title of samplerTET Telephone number of samplerUnknown
Laboratory sample identificationD77687 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameDig It Chester Transportation Laboratory (TL) NumberT101 C894800
Inspector Lot Number from the Transportation Laboratory (TL) FormT101 C894800 Structure unique identifierNot set
Structure nameNot set Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberNot set
Sublot numberNot set HMA Mix NumberNot set
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set HMA PayNo

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2018-10-09-3-1AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Terry McCormick, CT D02 - Redding Northern Regional Laboratory10/12/2018
No
3/4 HMA A, lime, 15% rap, PG64-28m, Albina
2018-10-09-3-2AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)Terry McCormick, CT D02 - Redding Northern Regional Laboratory10/13/2018
No
3/4 HMA A, lime, 15% rap, PG64-28m, Albina
2018-10-09-3-3AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)Terry McCormick, CT D02 - Redding Northern Regional Laboratory10/13/2018
No
3/4 HMA A, lime, 15% rap, PG64-28m, Albina
2018-10-09-3-4AASHTO 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 Laboratory10/12/2018
No
3/4 HMA A, lime, 15% rap, PG64-28m, Albina

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2018-10-09-3-1 AASHTO T209-12
DIME Test ID: 2018-10-09-3-2 AASHTO T275-07r12
DIME Test ID: 2018-10-09-3-3 AASHTO T269-14
DIME Test ID: 2018-10-09-3-4 AASHTO T308-10