Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000359 DEA: 021K6404 EFIS: 0224000148
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-60/67.8
Work Description: Perform dig-out without traffic control
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-05-02-91
TL Number from the TL Form: 858009
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/02/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/02/2024
The quantity of what the sample constitutes: Annual Source Testing
A brief description of the sample: 3 bags of Untreated 1/2-inch Sized Virgin Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: D79493A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
Source Identification (SMARA, name of Pit or Job Site): 91-45-0017::Fawndale Rock Quarry (Redding, 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: Sized Untreated Virgin Aggregate Stockpile
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: 2024-05-02-91-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/09/2024
Date Tested: 05/03/2024
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: Contractor identified as 1/2-inch, but it is nominally 3/4-inch.
Test Result Compliance: not applicable
Additional Comments When Verified:
|
What type of gradation is being tested?
|
HMA Gradation
|
|
Cumulative percent passing the 2 in. sieve
|
no data
|
|
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
|
77 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
15 %
|
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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
|
0.6 %
|
DIME Test ID: 2024-05-02-91-2
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Verified Date: 10/09/2024
Date Tested: 10/07/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test: Samples may have been shipped without TL-0101. Please see attached TL-0101.
Test Result Compliance:
Additional Comments When Verified:
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Size of aggregate being tested
|
Coarse Aggregate
|
|
What type of solution was used?
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Sodium sulfate
|
|
What was the condition of the solution?
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Previously used
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Number of immersion cycles performed
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5
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Coarse weighted average loss
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no data0 %
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