Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994788 DEA: 0600INF4 EFIS: 0622000064
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,FRE/FRE-33,99-44.4/46.8
Work Description:
Location Description:
Contractor Name: Cal Valley Construction
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-05-07-4
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 05/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2 RHMA-O
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Madera Plant
Source Identification (SMARA, name of Pit or Job Site): 91-10-0010
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: Conveyor Belt
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: 3
Sublot number: 2
Aggregate Mix Number:
DIME Test ID: 2023-05-07-4-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/11/2023
Date Tested: 05/09/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: does not comply
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
|
98 %
|
Cumulative percent passing the 3/8 in. sieve
|
91 %
|
Cumulative percent passing the #4 sieve
|
48 %
|
Cumulative percent passing the #8 sieve
|
30 %
|
Cumulative percent passing the #16 sieve
|
20 %
|
Cumulative percent passing the #30 sieve
|
14 %
|
Cumulative percent passing the #50 sieve
|
9 %
|
Cumulative percent passing the #100 sieve
|
5 %
|
Cumulative percent passing the #200 sieve
|
2.9 %
|