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Sample Record for 2017-04-07-30

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

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: Unknown
Contractor Address: Unknown
Resident Engineer: Michael Maksimovich Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2017-04-07-30
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: Antistrip Additive
Sample Taken Date: 04/07/2017
Date that the sample was received by the laboratory/organization performing the testing: 04/07/2017
The quantity of what the sample constitutes: JMF
A brief description of the sample: Hydrated Lime
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF 17-01-S1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graymont

Material Information

Antistrip Type: Lime - hydrated lime
Antistrip Additive Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2017-04-07-30-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/19/2017
Date Tested: 04/07/2017
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:
Test Result Compliance: complies
Additional Comments When Verified:
What type of gradation is being tested? Fine Aggregate
Cumulative percent passing the 3/8 in. sieve 100 %
Cumulative percent passing the #4 sieve 100 %
Cumulative percent passing the #8 sieve 100 %
Cumulative percent passing the #16 sieve 100 %
Cumulative percent passing the #30 sieve 100 %
Cumulative percent passing the #50 sieve 100 %
Cumulative percent passing the #100 sieve 100 %
Cumulative percent passing the #200 sieve 100 %