Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994408 DEA: 051K03U4 EFIS: 0522000026
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-
Work Description: !!PLEASE CC Office Engineer Barbara Riccardi on reports to RE and SR!! Construct 2 roundabouts in Montecito along US 101.
Location Description:
Contractor Name: Veronica Mchugh
Contractor Address: 5335 DEBBIE ROAD, SANTA BARBARA, CA 93111
Resident Engineer: Taylor Merlo Structure Rep.: Josh Madrigal
DIME Sample ID: 2023-08-14-65
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Sample Organization Contact: (805) 621-3616
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 08/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2023
The quantity of what the sample constitutes: 150 Tons
A brief description of the sample: 1/2 HMA ColdFeed
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Santa Paula
Source Identification (SMARA, name of Pit or Job Site): 91-19-0046
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: Side to Side Discharge
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: 1
Sublot number: 5
Aggregate Mix Number:
DIME Test ID: 2023-08-14-65-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/24/2023
Date Tested: 08/15/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What type of gradation is being tested?
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Combined Gradation
|
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Cumulative percent passing the 2 in. sieve
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100 %
|
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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 %
|
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Cumulative percent passing the 1/2 in. sieve
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96 %
|
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Cumulative percent passing the 3/8 in. sieve
|
78 %
|
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Cumulative percent passing the #4 sieve
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54 %
|
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Cumulative percent passing the #8 sieve
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38 %
|
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Cumulative percent passing the #16 sieve
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28 %
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Cumulative percent passing the #30 sieve
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20 %
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Cumulative percent passing the #50 sieve
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13 %
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Cumulative percent passing the #100 sieve
|
7 %
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Cumulative percent passing the #200 sieve
|
4 %
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DIME Test ID: 2023-08-14-65-2
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 08/24/2023
Date Tested: 08/15/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
