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

Sample Record for 2020-03-11-8


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: 2020-03-11-8
TL Number from the TL Form:
Sample Submitted By Organization: ZZCT - Sacramento DIME Development-AVS Testing Internal
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 03/11/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/11/2020
The quantity of what the sample constitutes: 50 lbs
A brief description of the sample: 1x 4 Pcc 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): 91-49-0032::MARK WEST 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: Stockpile @ Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2020-03-11-8-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/11/2020
Date Tested: 03/12/2020
Submitted By Organization: ZZCT - Sacramento DIME Development-AVS Testing Internal
Organization Address: 123 st
Test General Comments:
Additional Comments When Verified:
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
Mass retained on the 2 in. sieve 0 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 182 grams
Mass retained on the 1/2 in. sieve 1438 grams
Mass retained on the 3/8 in. sieve 724 grams
Total sample mass passing the #4 sieve 1353.6 grams
Mass retained on the #4 sieve 1204 grams
Total mass of material in the sample 3628 grams
Mass retained on the #8 sieve 144.3 grams
Mass retained on the #16 sieve 214 grams
Mass retained on the #30 sieve 400.2 grams
Mass retained on the #50 sieve 403.3 grams
Mass retained on the #100 sieve 185.6 grams
Mass retained on the #200 sieve 1.5 grams
Mass retained on the pan (fine aggregate) 2 grams
Total mass of fine material in the sample 500 grams
Total mass of coarse aggregate 3548 grams
Total mass of fine aggregate 1350.9 grams
Percentage of coarse material 72.4 %
Percentage of fine material 27.6 %
Cumulative percent passing the 2 in. sieve 100 %
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 96.3 %
Cumulative percent passing the 1/2 in. sieve 67 %
Cumulative percent passing the 3/8 in. sieve 52.2 %
Cumulative percent passing the #4 sieve 27.6 %
Cumulative percent passing the #8 sieve 24.7 %
Cumulative percent passing the #16 sieve 20.3 %
Cumulative percent passing the #30 sieve 12.1 %
Cumulative percent passing the #50 sieve 3.9 %
Cumulative percent passing the #100 sieve 0.1 %
Cumulative percent passing the #200 sieve 0 %