Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000199 DEA: 050N7054 EFIS: 0518000111
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-10.4/11.1
Work Description: South Coast 101 HOV Lanes Project 4E South- Santa Barbara
Location Description:
Contractor Name: Granite Construction Company
Contractor Address: PO Box 6744, Santa Barbara, CA 93160
Resident Engineer: Tristan Gebhart Structure Rep.: Gary Cavafian
DIME Sample ID: 2024-09-25-69
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: 09/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2024
The quantity of what the sample constitutes: 0-750 Tons
A brief description of the sample: 3/4 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): 91-42-0006
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: 3/4 inch
The concrete mix design number:
Lot number: 1
Sublot number: 4
Aggregate Mix Number: 14342
DIME Test ID: 2024-09-25-69-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/30/2024
Date Tested: 09/26/2024
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
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
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 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
85 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
76 %
|
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Cumulative percent passing the #4 sieve
|
59 %
|
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Cumulative percent passing the #8 sieve
|
44 %
|
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Cumulative percent passing the #16 sieve
|
32 %
|
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Cumulative percent passing the #30 sieve
|
23 %
|
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Cumulative percent passing the #50 sieve
|
15 %
|
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Cumulative percent passing the #100 sieve
|
9 %
|
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Cumulative percent passing the #200 sieve
|
5.7 %
|
DIME Test ID: 2024-09-25-69-2
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: 09/30/2024
Date Tested: 09/26/2024
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:
