Sample Record

Owner Lab

  • CT D02 - North Region Materials Lab

DIME Sample ID 2020-06-09-32

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 DateNot set
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 Date06/09/2020 Sample Unique Key32
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 testing06/10/2020
Sample typeAcceptance A brief description of the sampleUntreated Virgin Aggregate
The quantity of what the sample constitutesnot provided From where was the sample collectedManufacturer
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of sampler Telephone number of sampler
Laboratory sample identificationD78463 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Fawndale Transportation Laboratory (TL) Number036446
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-45-0017
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number HMA Design ID

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-06-09-32-1AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Arthur MillsCT D02 - North Region Materials Lab06/10/2020Michael Antonetti
Yes
09/24/2020
2020-06-09-32-2AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)Terry McCormickCT D02 - North Region Materials Lab06/10/2020Michael Antonetti
Yes
09/29/2020
2020-06-09-32-4ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)Dennis HickeyCT D02 - North Region Materials Lab06/10/2020Michael Antonetti
Yes
09/24/2020
2020-06-09-32-5AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Arthur MillsCT D02 - North Region Materials Lab06/10/2020Michael Antonetti
Yes
09/24/2020
2020-06-09-32-6AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)Dennis HickeyCT D02 - North Region Materials Lab06/10/2020Michael Antonetti
Yes
09/29/2020