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: 2019-04-01-16
TL Number from the TL Form:
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: 04/01/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2019
The quantity of what the sample constitutes: Mix Design
A brief description of the sample: 3/4-inch Aggregate (Untreated)
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shaw Pit
Source Identification (SMARA, name of Pit or Job Site): 91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: 19-1278.105A
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: 3/4 inch
The concrete mix design number: 19-04-S1a
Lot number: 0
Sublot number: 0
Aggregate Mix Number:
DIME Test ID: 2019-04-01-16-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/08/2019
Date Tested: 04/01/2019
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:
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
|
94 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
33 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
10 %
|
|
Cumulative percent passing the 1/4 in. sieve
|
5.5 %
|
|
Cumulative percent passing the #4 sieve
|
1 %
|
|
Cumulative percent passing the #8 sieve
|
1 %
|
|
Cumulative percent passing the #16 sieve
|
1 %
|
|
Cumulative percent passing the #30 sieve
|
1 %
|
|
Cumulative percent passing the #50 sieve
|
1 %
|
|
Cumulative percent passing the #100 sieve
|
1 %
|
|
Cumulative percent passing the #200 sieve
|
1 %
|
