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

Sample Record for 2019-11-26-1


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: 2019-11-26-1
TL Number from the TL Form:
Sample Submitted By Organization: ZZCT - Sacramento DIME Development-AVS Testing Internal
Sample Organization Contact:
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 11/26/2019
Date that the sample was received by the laboratory/organization performing the testing: 11/26/2019
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2 inch HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): 91-49-0032
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: Manufacturer
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: 2019-11-26-1-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 11/26/2019
Date Tested: 11/26/2019
Submitted By Organization: ZZCT - Sacramento DIME Development-AVS Testing Internal
Organization Address: 123 st
Test General Comments: Bin No. 1
Additional Comments When Verified:
What type of gradation is being tested? Fine Aggregate
Does this test use 1/4 sieve? (question for HMA Gradation Type) no data
Mass retained on the 3/8 in. sieve 0 grams
Mass retained on the #4 sieve 4 grams
Mass retained on the #8 sieve 122 grams
Mass retained on the #16 sieve 148 grams
Mass retained on the #30 sieve 96 grams
Mass retained on the #50 sieve 62 grams
Mass retained on the #100 sieve 32 grams
Mass retained on the #200 sieve 12 grams
Mass retained on the pan 22 grams
Total mass of sample tested 498 grams
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 99.2 %
Cumulative percent passing the #8 sieve 74.7 %
Cumulative percent passing the #16 sieve 45 %
Cumulative percent passing the #30 sieve 25.7 %
Cumulative percent passing the #50 sieve 13.3 %
Cumulative percent passing the #100 sieve 6.8 %
Cumulative percent passing the #200 sieve 4.4 %