Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2021-11-11-25

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215601
DEA: 024H3404
EFIS: 0218000109
DIST-CO-RTE-PM02-TRI-299-5.2/5.7
Award Date05/14/2021
Closeout Date05/02/2022
Work DescriptionINSTALL LEFT TURN LANE.
Location DescriptionTRINITY COUNTY NEAR SALYER FROM 0.3 MILE WEST OF DENNY ROAD TO 0.2 MILE WEST OF PONY BAR CREEK BRIDGE
QA Service Level1 (Verified on 03/29/2021)

Sample Information

Sample Taken Date11/11/2021 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 testing11/13/2021
Sample typeDepartment Acceptance A brief description of the sampleLime Treated 1/2-Inch Type A HMA (PG 64-28 M) with binder from Valero - Benicia
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byMercer Fraser QC Last name of sampler or witnessed byMercer Fraser QC
Title of samplerQC Telephone number of sampler
Laboratory sample identificationD78976 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer-Fraser - Willow Creek Plant - Willow Creek, CA Transportation Laboratory (TL) Number695660
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot numberUnknown
Sublot numberUnknown 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

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2021-11-11-25-1AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory11/11/2021
Yes
12/02/2021Public - Test Data Visible
2021-11-11-25-2AASHTO 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)Karen Dorado, CT D02 - Redding Northern Regional Laboratory11/13/2021
Yes
12/02/2021Public - Test Data Visible
2021-11-11-25-3AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory11/15/2021
Yes
12/02/2021Public - Test Data Visible
2021-11-11-25-4AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory11/15/2021
Yes
12/02/2021Public - Test Data Visible
2021-11-11-25-5AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Darrell Valasek, CT D02 - Redding Northern Regional Laboratory12/01/2021
Yes
12/02/2021Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2021-11-11-25-1 AASHTO T209-12 (Verified)
DIME Test ID: 2021-11-11-25-2 AASHTO T308-10 (Verified)
DIME Test ID: 2021-11-11-25-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2021-11-11-25-4 AASHTO T269-14 (Verified)
DIME Test ID: 2021-11-11-25-5 AASHTO T283-14 (Verified)