Sample Record

DIME Sample ID 2026-09-23-49

Project Information

Project IdentifiersProject ID: 1002572
DEA: 061H9704
EFIS: 0625000105
DIST-CO-RTE-PM06-MAD-152-R0.0/15.5
Award DateNot set
Closeout DateNot set
Work DescriptionMADERA COUNTY SLAB REPLACEMENT WITH DIGOUTS ON SR 59, 152. Cold plane AC, remove concrete pavement and place with HMA and RHMA.
Location DescriptionCONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR CHOWCHILLA FROM ROUTE 59/152 SEPARATION TO 0.1 MILE WEST OF ROUTE 99/152 SEPARATION.
QA Service Level1 (Verified on 08/31/2026)

Owner Lab

  • CT HQ - Sacramento Asphalt Binder Laboratory

Sample Information

Sample Taken Date09/23/2026 Sample Unique Key49
Date that the sample was received by the laboratory/organization performing the testing09/29/2026 Sample typeNo Test
A brief description of the sample1 CAN OF RUBBER BINDER The quantity of what the sample constitutes1 CAN
From where was the sample collectedManufacturer First name of sampler or witnessed byGurjit
Last name of sampler or witnessed byLei Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSante Fe Aggregates Winton
Transportation Laboratory (TL) Number027399 Inspector Lot Number from the Transportation Laboratory (TL) Form027399
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAsphalt Rubber Binder Asphalt modifier supplier
Performance GradePG 64-16 Lot number
Sublot number Asphalt Rubber Binder Mix Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-09-23-49-1ASTM D7741-11ε1: Standard Test Method for Measurement of Apparent Viscosity of Asphalt-Rubber or Other Asphalt Binders by Using a Rotational Handheld Viscometer (Viscosity)FIELD INSPECTOR, CT HQ - Sacramento Asphalt Binder Laboratory09/30/202609/30/2026
No
FIELD VISCOSITY

Sample File Attachments

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Test File Attachments


DIME Test ID: 2026-09-23-49-1 ASTM D7741-11ε1