Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994345 DEA: 023J7804 EFIS: 0222000083
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-36-15.8/16.9,20.5/24.5
Work Description: PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-06-14-84
TL Number from the TL Form: 858118
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 06/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/8-inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79264A
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 (Anderson, CA)
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: Cold Feed
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/8 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2023-06-14-84-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/03/2023
Date Tested: 08/03/2023
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: not applicable
Additional Comments When Verified:
What type of gradation is being tested?
|
HMA Gradation
|
Cumulative percent passing the 1 1/2 in. sieve
|
0 %
|
Cumulative percent passing the 1 in. sieve
|
0 %
|
Cumulative percent passing the 3/4 in. sieve
|
0 %
|
Cumulative percent passing the 1/2 in. sieve
|
0 %
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
Cumulative percent passing the #4 sieve
|
59 %
|
Cumulative percent passing the #8 sieve
|
36 %
|
Cumulative percent passing the #16 sieve
|
24 %
|
Cumulative percent passing the #30 sieve
|
17 %
|
Cumulative percent passing the #50 sieve
|
12 %
|
Cumulative percent passing the #100 sieve
|
9 %
|
Cumulative percent passing the #200 sieve
|
7.5 %
|