DIME » All Projects » Project - DEA: 021H5204 » Sample 2023-05-19-71 » Sample Details

Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2023-05-19-71

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Project Information

Project IdentifiersProject ID: 212498
DEA: 021H5204
EFIS: 0217000009
DIST-CO-RTE-PM02-SIS-3,263-48.5/49.7 - 49.41
Award Date08/04/2022
Closeout Date09/30/2025
Work DescriptionRoadway Rehabilitation
Location Description02-Sis-3, 263-R46.8/R48.0, 49.07/49.41
QA Service Level1 (Verified on 06/06/2017)

Sample Information

Sample Taken Date05/19/2023 Sample Unique Key71
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 testing05/15/2023
Sample typeProduction Start-Up A brief description of the sampleLaboratory-Combined Untreated Virgin Aggregate for use in 3/4-inch Type A HMA
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD79239F Linked DIME Sample ID2023-05-19-68, 2023-05-19-69, 2023-05-19-70
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number815616
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-45-0017::Fawndale Rock Quarry - Redding, CA
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 collectedCombined in the Laboratory from Stockpile samples
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2023-05-19-71-2AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Ward Jenkins, CT D02 - Redding Northern Regional Laboratory06/16/202306/29/2023
Yes
06/29/2023Mathematically combined from individual stockpile gradations.Public - Test Data Visible
2023-05-19-71-3CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)Dennis Hickey, CT D02 - Redding Northern Regional Laboratory05/19/202306/29/2023
Yes
06/29/2023PI=NPPublic - Test Data Visible
2023-05-19-71-4AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Josh Ferency, CT D02 - Redding Northern Regional Laboratory06/22/202306/29/2023
Yes
06/29/2023Pc2=98%, Pc1=98%, Pf1=100.%Public - Test Data Visible
2023-05-19-71-5AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)Josh Ferency and Josh Murphy, CT D02 - Redding Northern Regional Laboratory06/27/202306/29/2023
Yes
06/29/2023Gsbc=2.861Public - Test Data Visible
2023-05-19-71-6AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)Dennis Hickey, CT D02 - Redding Northern Regional Laboratory06/22/202306/29/2023
Yes
06/29/2023Gsbf(unwashed)=2.709Public - Test Data Visible
2023-05-19-71-7AASHTO 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)Sean McWithey, CT D02 - Redding Northern Regional Laboratory06/19/202306/29/2023
Yes
06/29/2023L100=3%, L500=12%Public - Test Data Visible
2023-05-19-71-1AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)Ward Jenkins, CT D02 - Redding Northern Regional Laboratory06/29/202306/29/2023
Yes
06/29/2023C=3%, F=7%. Composite values from weighted averages of tests performed on individual bins.Public - Test Data Visible
2023-05-19-71-8AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)Josh Ferency, CT D02 - Redding Northern Regional Laboratory06/20/202306/29/2023
Yes
06/29/2023SE=71Public - Test Data Visible
2023-05-19-71-9AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)Josh Ferency, CT D02 - Redding Northern Regional Laboratory06/20/202306/29/2023
Yes
06/29/2023Dc=74, Df=78Public - Test Data Visible
2023-05-19-71-10AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Josh Ferency, CT D02 - Redding Northern Regional Laboratory06/20/202306/29/2023
Yes
06/29/2023Us=47.7%Public - Test Data Visible
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Sample File Attachments

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Test File Attachments


DIME Test ID: 2023-05-19-71-2 AASHTO T27-14 (Verified)
DIME Test ID: 2023-05-19-71-3 CTM 204-June 2010 (Verified)
DIME Test ID: 2023-05-19-71-4 AASHTO T335-09r13 (Verified)
DIME Test ID: 2023-05-19-71-5 AASHTO T85-13 (Verified)
DIME Test ID: 2023-05-19-71-6 AASHTO T84-14 (Verified)
DIME Test ID: 2023-05-19-71-7 AASHTO T96-02r10 (Verified)
DIME Test ID: 2023-05-19-71-1 AASHTO T104-99r16 (Verified)
DIME Test ID: 2023-05-19-71-8 AASHTO T176-08 (Verified)
DIME Test ID: 2023-05-19-71-9 AASHTO T210-15 (Verified)
DIME Test ID: 2023-05-19-71-10 AASHTO T304-11 (Verified)
DIME Test ID: 2023-05-19-71-11 ASTM D4791-10 (Verified)