Print Report | Back to Sample Detail

Sample Record for 2024-07-10-28

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994330 DEA: 09366404 EFIS: 0916000006 QA Service Level: 1
DIST-CO-RTE-PM: 09-MNO-395-58.2/60.4
Work Description: HOT MIX ASPHALT (TYPE A), IMPORTED BORROW, AND ROADWAY EXCAVATION.
Location Description: MONO COUNTY ABOUT 6 MILES NORTH OF LEE VINING FROM ROUTE 167 TO 0.4 MILE NORTH OF CONWAY RANCH ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 500 South Main Street, Bishop, CA 93514
Resident Engineer: David Carruba Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-07-10-28
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 07/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2024
The quantity of what the sample constitutes: JMf Verification
A brief description of the sample: 3/8" Coldfeed & RAP
From where was the sample collected: Source
Laboratory sample identification: JMF-01
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Lee Vining

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-26-0029
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 collected: Sample device at Hot Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2024-07-10-28-1AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)07/12/2024Not scheduledDerek CarringtonCT D09 - Bishop Field LaboratoryDerek Carrington
2024-07-10-28-2AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)07/12/2024Not scheduledDerek CarringtonCT D09 - Bishop Field LaboratoryDerek Carrington
2024-07-10-28-3AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)07/12/2024Not scheduledDerek CarringtonCT D09 - Bishop Field LaboratoryDerek Carrington
2024-07-10-28-4AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)07/12/2024Not scheduledDerek CarringtonCT D09 - Bishop Field LaboratoryDerek Carrington
2024-07-10-28-6AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)07/12/2024Not scheduledDerek CarringtonCT D09 - Bishop Field LaboratoryDerek Carrington
2024-07-10-28-7AASHTO 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)07/12/2024Not scheduledDerek CarringtonCT D09 - Bishop Field LaboratoryDerek Carrington