Sample Record for 2021-06-10-28
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214190 DEA: 024G41U4 EFIS: 0218000047
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS,SIS-5-Var
Work Description: REPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location Description: SHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
Contractor Name: J.F. Shea Construction, Inc.
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Nicole Mallory Structure Rep.: Adam Scardaci
Sample Information
DIME Sample ID: 2021-06-10-28
TL Number from the TL Form: 779375
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Aggregate
Sample Taken Date: 06/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Combined Lime Treated Virgin 3/4-inch Type A Aggregate from cold feed at 150 tons
From where was the sample collected: Manufacturer
Laboratory sample identification: D78839A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction - Fawndale Rock and Asphalt - Redding, CA
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-45-0017
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: Cold Feed Sampling Device at Plant
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: Unknown
Sublot number: Unknown
Aggregate Mix Number:
Test Results
Test 1 of 1
DIME Test ID: 2021-06-10-28-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/24/2021
Date Tested: 06/14/2021
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
|
99.2 %
|
Cumulative percent passing the 1/2 in. sieve
|
78.4 %
|
Cumulative percent passing the 3/8 in. sieve
|
64.9 %
|
Cumulative percent passing the 1/4 in. sieve
|
50.6 %
|
Cumulative percent passing the #4 sieve
|
43.3 %
|
Cumulative percent passing the #8 sieve
|
24.4 %
|
Cumulative percent passing the #16 sieve
|
14.1 %
|
Cumulative percent passing the #30 sieve
|
8.5 %
|
Cumulative percent passing the #50 sieve
|
5.5 %
|
Cumulative percent passing the #100 sieve
|
3.8 %
|
Cumulative percent passing the #200 sieve
|
2.93 %
|