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

Sample Record for 2020-07-28-12


Project Information

Project ID: 9999 DEA: 00000000 EFIS: 0000000000 COOP: 99999333399 MINOR: 333333 Permit Numbers: 555555 0400NRT0000 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME DEVELOPERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: YYZ Contractor Address: 1234 address
Resident Engineer: RE_first RE_last Structure Rep.: SR_Last, SR_First

Sample Information

DIME Sample ID: 2020-07-28-12
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - DME / District Lab
Sample Organization Contact: (510) 507-3456
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 07/28/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2020
The quantity of what the sample constitutes: 5 bags
A brief description of the sample: sample from source material
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Source Identification (SMARA or name of Pit): Granite Rock
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: test
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:

Test Results

Test 1 of 1

DIME Test ID: 2020-07-28-12-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/28/2020
Date Tested: 07/28/2020
Submitted By Organization: CT D04 - DME / District Lab
Organization Address: 21339 Cabot Blvd
Test General Comments:
Additional Comments When Verified: babak.kamranimoghaddam@dot.ca.gov
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 5000 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 0 grams
Mass retained on the 3/8 in. sieve 89.9 grams
Mass retained on the #4 sieve 1605 grams
Total sample mass passing the #4 sieve 3305.1 grams
Total mass of fine material in the sample 516.3 grams
Mass retained on the #8 sieve 203.6 grams
Mass retained on the #16 sieve 300.9 grams
Mass retained on the #30 sieve 344.6 grams
Mass retained on the #50 sieve 438 grams
Mass retained on the #100 sieve 479 grams
Mass retained on the #200 sieve 495.3 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 100 %
Cumulative percent passing the 3/8 in. sieve 98.2 %
Cumulative percent passing the #4 sieve 67.9 %
Cumulative percent passing the #8 sieve 41.1 %
Cumulative percent passing the #16 sieve 28.3 %
Cumulative percent passing the #30 sieve 22.6 %
Cumulative percent passing the #50 sieve 10.3 %
Cumulative percent passing the #100 sieve 4.9 %
Cumulative percent passing the #200 sieve 2.76 %