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Sample Record for 2017-04-20-18

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

Project Information

DEA: No Project QA Service Level:
DIST-CO-RTE-PM: ---
Work Description: Special project identifier for material not associated with a project
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-04-20-18
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Quality Control
Type of Material: Aggregate
Sample Taken Date: 04/20/2017
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2017
The quantity of what the sample constitutes: Mix Design
A brief description of the sample: Crushed Fines Untreated Aggregate
From where was the sample collected: Source
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shasta Ranch Aggregates

Material Information

Source Identification (SMARA or name of Pit): 91-45-0057::SHASTA RANCH AGGREGATES
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
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: fine
The concrete mix design number: Unknown
Lot number:
Sublot number:
Aggregate Mix Number:

Test Results

Test 1 of 1

DIME Test ID: 2017-04-20-18-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/21/2018
Date Tested: 04/20/2017
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Data input by Ward Jenkins for PEI during beta. 1/4 in. sieve value is speculative.
Test Result Compliance:
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
Has the fine aggregate sample been reduced? No
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 100 %
Cumulative percent passing the 1/4 in. sieve 97 %
Cumulative percent passing the #4 sieve 93 %
Cumulative percent passing the #8 sieve 61 %
Cumulative percent passing the #16 sieve 37 %
Cumulative percent passing the #30 sieve 24 %
Cumulative percent passing the #50 sieve 17 %
Cumulative percent passing the #100 sieve 11 %
Cumulative percent passing the #200 sieve 8.5 %