Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214666 DEA: 022H8104 EFIS: 0217000012
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-1.67/45.12
Work Description: TRINITY CULVERTS
Location Description: CULVERT REHABILITATION IN TRINITY COUNTY NEAR SALYER AT VARIOUS LOCATIONS FROM 0.1 MILE WEST OF WHITE HOUSE GULCH ROAD TO 0.4 MILE WEST OF SLATTERY POND ROAD.
Contractor Name: MCCULLOUGH CONSTRUCTION INC
Contractor Address: 57 Aldergrove Rd., Arcata, CA 95521
Resident Engineer: Mandhir Grewal Structure Rep.: Unknown
DIME Sample ID: 2022-10-21-39
TL Number from the TL Form: 858106
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Aggregate
Sample Taken Date: 10/21/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/21/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Combined Lime Treated 3/4-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79177F
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis – Northstate Asphalt (Redding, CA)
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:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: Mathematically Combined Gradation per CT 384
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2022-10-21-39-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/31/2022
Date Tested: 10/31/2022
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: Mathematically combined at 76.0% virgin aggregate and 24.0% reclaimed aggregate per CT 384
Test Result Compliance: complies
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
|
90 %
|
Cumulative percent passing the 3/8 in. sieve
|
67 %
|
Cumulative percent passing the #4 sieve
|
39 %
|
Cumulative percent passing the #8 sieve
|
27 %
|
Cumulative percent passing the #16 sieve
|
18 %
|
Cumulative percent passing the #30 sieve
|
13 %
|
Cumulative percent passing the #50 sieve
|
9 %
|
Cumulative percent passing the #100 sieve
|
7 %
|
Cumulative percent passing the #200 sieve
|
5.1 %
|