Sample Record

Owner Lab

  • CT D08 - Fontana Southern Regional Laboratory

DIME Sample ID 2024-07-16-40

Project Information

Project IdentifiersProject ID: 995157
DEA: 07353904
EFIS: 0718000307
DIST-CO-RTE-PM07-LA-405-17.6
Award Date12/04/2023
Closeout Date08/20/2025
Work DescriptionSEISMIC RETROFIT OF BRIDGE, COMPOSITE COLUMN CASING AND CORE CONCRETE.
Location DescriptionLOS ANGELES COUNTY IN LAWNDALE AT ROUTE 405/107 SEPARATION
QA Service Level1 (Verified on 09/18/2023)

Sample Information

Sample Taken Date07/16/2024 Sample Unique Key40
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 testing07/17/2024
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R25 0.75% LAS
The quantity of what the sample constitutes4 bags Of Combined Agg, 1 Bag Rap From where was the sample collectedFabricator
First name of sampler or witnessed byJons Last name of sampler or witnessed byVulcan QC
Title of sampler Telephone number of sampler
Laboratory sample identification0333A-24 Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials-Irwindale Transportation Laboratory (TL) Number
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)91-19-0035
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 Cut at Vulcan Materials-Irwindale
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number220200M IRW SJR Lot number
Sublot number Aggregate Mix Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2024-07-16-40-1AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)Satish Jain/David Padilla, CT D08 - Fontana Southern Regional Laboratory07/20/202407/31/2024
No
Combined Virgin Aggregate Gradation
2024-07-16-40-2AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)Friday Ofoegbu, CT D08 - Fontana Southern Regional Laboratory07/20/202407/31/2024
No
2024-07-16-40-3AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)Larry Diaz, CT D08 - Fontana Southern Regional Laboratory07/20/202407/31/2024
No
2024-07-16-40-4AASHTO 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)Amir Sarder, CT D08 - Fontana Southern Regional Laboratory07/20/202407/31/2024
No
2024-07-16-40-5AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)David Padilla, CT D08 - Fontana Southern Regional Laboratory07/20/202407/31/2024
No
2024-07-16-40-6AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)Satish Jain, CT D08 - Fontana Southern Regional Laboratory07/20/202407/31/2024
No
The FAA is below 45.
2024-07-16-40-7AASHTO 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 Laboratory07/20/202407/31/2024
No
2024-07-16-40-8ASTM 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 Laboratory07/20/202407/31/2024
No
2024-07-16-40-9CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesSatish Jain, CT D08 - Fontana Southern Regional Laboratory07/20/202407/31/2024
No
Rap Gradation After Ignition
2024-07-16-40-10CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse AggregatesSatish Jain/David Padilla, CT D08 - Fontana Southern Regional Laboratory07/22/202407/31/2024
No
Combined Virgin Aggregate Gradation W/Rap Gradation Correlation Factors

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2024-07-16-40-1 AASHTO T27-14
DIME Test ID: 2024-07-16-40-2 AASHTO T84-14
DIME Test ID: 2024-07-16-40-3 AASHTO T85-13
DIME Test ID: 2024-07-16-40-4 AASHTO T96-02r10
DIME Test ID: 2024-07-16-40-5 AASHTO T176-08
DIME Test ID: 2024-07-16-40-6 AASHTO T304-11
DIME Test ID: 2024-07-16-40-7 AASHTO T335-09r13
DIME Test ID: 2024-07-16-40-8 ASTM D4791-10
DIME Test ID: 2024-07-16-40-9 CTM 202-November 2011
DIME Test ID: 2024-07-16-40-10 CTM 202-November 2011