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

Sample Record for 2017-11-01-2


Project Information

Project ID: 99999 DEA: 0322222 QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Contractor Address:
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-11-01-2
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Sample Organization Contact: 7146885366
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 11/01/2017
Date that the sample was received by the laboratory/organization performing the testing:
The quantity of what the sample constitutes: 1
A brief description of the sample: Bin 1
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): NA
The fabricator's/manufacturer's product name for the sample: Crushed Rock
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: SNC Mustang Pit - Sparks, NV
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Results

Test 1 of 1

DIME Test ID: 2017-11-01-2-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/01/2017
Date Tested: 11/01/2017
Submitted By Organization: CT HQ - Sacramento Office of Structural Materials Field Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) Yes
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 64.1 %
Cumulative percent passing the 1/2 in. sieve 2.2 %
Cumulative percent passing the 3/8 in. sieve 1.4 %
Cumulative percent passing the 1/4 in. sieve 1.4 %
Cumulative percent passing the #4 sieve 1.1 %
Cumulative percent passing the #8 sieve 0.9 %
Cumulative percent passing the #16 sieve 0.9 %
Cumulative percent passing the #30 sieve 0.9 %
Cumulative percent passing the #50 sieve 0.9 %
Cumulative percent passing the #100 sieve 0.9 %
Cumulative percent passing the #200 sieve 0.8 %