Sample Record

Owner Lab

  • CT D03 - North Region Materials Lab

DIME Sample ID 2021-06-30-35

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215572
DEA: 032G1104
EFIS: 0320000230
DIST-CO-RTE-PM03-GLE-162-66.6/76.3
Award Date05/05/2021
Closeout DateNot set
Work DescriptionPLACE RHMA AND COLD IN-PLACE RECYCLE.
Location DescriptionGLENN COUNTY IN AND NEAR WILLOWS FROM 0.2 MILE EAST OF N SHASTA STREET TO 1.0 MILE EAST OF ROAD X
QA Service Level1 (Verified on 03/22/2021)

Sample Information

Sample Taken Date06/30/2021 Sample Unique Key35
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 testing07/26/2021
Sample typeVerification A brief description of the sample1/2" untreated Virgin Aggregate
The quantity of what the sample constitutes2 Bags From where was the sample collectedSupplier
First name of sampler or witnessed byBrad Last name of sampler or witnessed byMcKeehan
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River Construction - Orland Drum Plant Transportation Laboratory (TL) Number
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)91-11-0007
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 collectedbelt feed
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 JMF Verification ID JMF3513-2021-66

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-06-30-35-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Tom Stinnett CT D03 - North Region Materials Lab07/27/2021Julian Gonzales
Yes
08/06/2021JMF 21-035
2021-06-30-35-2AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)Tom Stinnett CT D03 - North Region Materials Lab07/28/2021Julian Gonzales
Yes
08/06/2021JMF 21-035
2021-06-30-35-3AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)Tom Stinnett CT D03 - North Region Materials Lab07/28/2021Julian Gonzales
Yes
08/06/2021JMF 21-035
2021-06-30-35-4CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)Julian GonzalesCT D03 - North Region Materials Lab07/27/2021Julian Gonzales
Yes
08/06/2021JMF 21-035
2021-06-30-35-5ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)Julian GonzalesCT D03 - North Region Materials Lab07/28/2021Julian Gonzales
Yes
08/06/2021JMF 21-035
2021-06-30-35-6AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Tom StinnettCT D03 - North Region Materials Lab07/28/2021Julian Gonzales
Yes
08/06/2021JMF 21-035
2021-06-30-35-7AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)Julian GonzalesCT D03 - North Region Materials Lab08/06/2021Julian Gonzales
Yes
08/06/2021JMF 21-035
2021-06-30-35-8AASHTO 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)Tom Stinnett CT D03 - North Region Materials Lab07/29/2021Julian Gonzales
Yes
08/06/2021JMF 21-035
2021-06-30-35-9AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Julian GonzalesCT D03 - North Region Materials Lab07/29/2021Julian Gonzales
Yes
08/06/2021JMF 21-035