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

Sample Record for 2020-05-13-3


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: 2020-05-13-3
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2020
The quantity of what the sample constitutes: 4 bags 1/2", 4 bags 3/8", 1 bag 1/4", and 1 bag mineral filler
A brief description of the sample: 1/2" Untreated Aggregate
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): 91-48-0002::LAKE HERMAN QUARRY
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Bins 1, 2, 3, 4
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2020-05-13-3-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/14/2020
Date Tested: 05/14/2020
Submitted By Organization: CT HQ - Hot Mix Asphalt 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) No
Total mass of material in the sample 3831.7 grams
Mass retained on the 1 1/2 in. sieve 0 grams
Mass retained on the 1 in. sieve 0 grams
Mass retained on the 3/4 in. sieve 0 grams
Mass retained on the 1/2 in. sieve 128.4 grams
Mass retained on the 3/8 in. sieve 572.9 grams
Mass retained on the #4 sieve 1545.6 grams
Total sample mass passing the #4 sieve 2286.1 grams
Total mass of fine material in the sample 571.7 grams
Mass retained on the #8 sieve 220.6 grams
Mass retained on the #16 sieve 332.3 grams
Mass retained on the #30 sieve 400.2 grams
Mass retained on the #50 sieve 449.9 grams
Mass retained on the #100 sieve 499.3 grams
Mass retained on the #200 sieve 524.5 grams
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 100 %
Cumulative percent passing the 1/2 in. sieve 96.6 %
Cumulative percent passing the 3/8 in. sieve 85 %
Cumulative percent passing the #4 sieve 59.7 %
Cumulative percent passing the #8 sieve 36.7 %
Cumulative percent passing the #16 sieve 25 %
Cumulative percent passing the #30 sieve 17.9 %
Cumulative percent passing the #50 sieve 12.7 %
Cumulative percent passing the #100 sieve 7.6 %
Cumulative percent passing the #200 sieve 4.93 %