Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2017-04-20-17
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: 3/8-inch 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
Source Identification (SMARA, name of Pit or Job Site): 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: 3/8 inch
The concrete mix design number: Unknown
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2017-04-20-17-1
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
|
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
|
99 %
|
Cumulative percent passing the 1/4 in. sieve
|
61 %
|
Cumulative percent passing the #4 sieve
|
22 %
|
Cumulative percent passing the #8 sieve
|
3 %
|
Cumulative percent passing the #16 sieve
|
2 %
|
Cumulative percent passing the #30 sieve
|
2 %
|
Cumulative percent passing the #50 sieve
|
1 %
|
Cumulative percent passing the #100 sieve
|
1 %
|
Cumulative percent passing the #200 sieve
|
0.8 %
|