Sample Record

Owner Lab

  • CT D08 - Fontana Southern Regional Laboratory

DIME Sample ID 2020-12-21-5

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 214921
DEA: 09367404
EFIS: 0916000025
DIST-CO-RTE-PM09-KER-14-R4.7/R12.6
Award DateNot set
Closeout Date01/23/2023
Work DescriptionCONSTRUCT CRCP OVER EXISTING PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY AT AND NEAR ROSAMOND AND MOJAVE FROM 1.4 MILES SOUTH OF DAWN ROAD OVERCROSSING TO 0.5 MILE NORTH OF SILVER QUEEN ROAD OVERCROSSING
QA Service Level1 (Verified on 11/06/2020)

Sample Information

Sample Taken Date12/21/2020 Sample Unique Key5
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 testing01/07/2021
Sample typeVerification A brief description of the sample3/4" HMA-A-SP R25 0.8% Dry Lime
The quantity of what the sample constitutes2 Bags CR Virgin, 1 Bag Combined L.T. Agg., 1 Bag Rap From where was the sample collectedManufacturer
First name of sampler or witnessed byGranite Construction Company-Littlerock Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification0104A-21 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction Company Littlerock 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, name of Pit or Job Site)91-19-0046, 91-19-0008
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R25 The fabricator/manufacturer designation for the sample
The plant number13554 A detailed description of where the material sample was collectedBelt Cut at Granite Little Rock Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number Aggregate Mix NumberNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2020-12-21-5-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Satish Jain/Edmond Jabbour, CT D08 - Fontana Southern Regional Laboratory01/12/2021Satish Jain
Yes
01/20/2021Combined Lime Treated Aggregate Gradation
2020-12-21-5-2AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)Satish Jain, CT D08 - Fontana Southern Regional Laboratory01/14/2021Satish Jain
Yes
01/20/2021
2020-12-21-5-3CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesSatish Jain, CT D08 - Fontana Southern Regional Laboratory01/17/2021Satish Jain
Yes
01/20/2021Rap Gradation After Ignition
2020-12-21-5-4CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesSatish Jain/Edmond Jabbour, CT D08 - Fontana Southern Regional Laboratory01/19/2021Satish Jain
Yes
01/20/2021Combined RAP/Lime Treated Aggregate Gradation W/Correlation Factors Applied
2020-12-21-5-5AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)Friday Ofoegbu, CT D08 - Fontana Southern Regional Laboratory01/12/2021Satish Jain
Yes
01/20/2021
2020-12-21-5-6AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)Friday Ofoegbu, CT D08 - Fontana Southern Regional Laboratory01/13/2021Satish Jain
Yes
01/20/2021
2020-12-21-5-7AASHTO 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)Michael Magana, CT D08 - Fontana Southern Regional Laboratory01/14/2021Satish Jain
Yes
01/20/2021
2020-12-21-5-8AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)Satish Jain, CT D08 - Fontana Southern Regional Laboratory01/14/2021Satish Jain
Yes
01/20/2021
2020-12-21-5-9ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)Satish Jain, CT D08 - Fontana Southern Regional Laboratory01/14/2021Satish Jain
Yes
01/20/2021
2020-12-21-5-10AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Satish Jain, CT D08 - Fontana Southern Regional Laboratory01/19/2021Satish Jain
Yes
01/20/2021

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2020-12-21-5-1 AASHTO T27-14 (Verified)
DIME Test ID: 2020-12-21-5-2 AASHTO T176-08 (Verified)
DIME Test ID: 2020-12-21-5-3 CTM 202-November 2011 (Verified)
DIME Test ID: 2020-12-21-5-4 CTM 202-November 2011 (Verified)
DIME Test ID: 2020-12-21-5-5 AASHTO T85-13 (Verified)
DIME Test ID: 2020-12-21-5-6 AASHTO T84-14 (Verified)
DIME Test ID: 2020-12-21-5-7 AASHTO T96-02r10 (Verified)
DIME Test ID: 2020-12-21-5-8 AASHTO T335-09r13 (Verified)
DIME Test ID: 2020-12-21-5-9 ASTM D4791-10 (Verified)
DIME Test ID: 2020-12-21-5-10 AASHTO T304-11 (Verified)