Sample Record for 2023-07-27-80
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994864 DEA: 050N74U4 EFIS: 0522000025
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-9.9/10.6
Work Description: SB 101 4D North San Ysidro to Olive Mill
Location Description: In Santa Barbara County in and near Santa Barbara from 0.1 mile south of San Ysidro Road Overcrossing to 0.1 north of Olive Mill Road Overcrossing
Contractor Name: Craig Flowers (Granite Construction Company)
Contractor Address: PO Box 6744, Santa Barbara, CA 93160
Resident Engineer: Taylor Merlo Structure Rep.: Emiliano Berntsen
Sample Information
DIME Sample ID: 2023-07-27-80
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: Concrete
Sample Taken Date: 07/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/28/2023
The quantity of what the sample constitutes: 8 CY
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CEMEX Santa Barbara
Material Information
The concrete mix design number: 1614705
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 30854056
Concrete batch plant: Cemex Santa Barbara
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2023-07-27-80-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 08/14/2023
Date Tested: 07/27/2023
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:
Test 2 of 4
DIME Test ID: 2023-07-27-80-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 08/14/2023
Date Tested: 07/27/2023
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:
Test 3 of 4
DIME Test ID: 2023-07-27-80-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/14/2023
Date Tested: 07/27/2023
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
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3
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|
Test performed
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With no density determined
|
|
Capped in accordance with?
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no data
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
4.03 in
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Average diameter of cylinder 2
|
4.02 in
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Average diameter of cylinder 3
|
4.02 in
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Cross sectional area of cylinder 1
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12.76 in^2
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|
Cross sectional area of cylinder 2
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12.69 in^2
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|
Cross sectional area of cylinder 3
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12.69 in^2
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|
Compressive strength (to nearest 10 psi)
|
4230 psi
|
|
Maximum load on cylinder 1
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55480 lb
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|
Maximum load on cylinder 2
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53280 lb
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|
Maximum load on cylinder 3
|
52630 lb
|
|
Compressive strength of cylinder 1
|
4350.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
4200.0 psi
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|
Compressive strength of cylinder 3
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4150 psi
|
|
Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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2
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
|
1
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Correction factor for cylinder 3
|
1
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Age of specimen
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7 days
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Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 4 of 4
DIME Test ID: 2023-07-27-80-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/30/2023
Date Tested: 08/24/2023
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
no data
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
4.02 in
|
|
Average diameter of cylinder 2
|
4.03 in
|
|
Average diameter of cylinder 3
|
4.03 in
|
|
Cross sectional area of cylinder 1
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12.69 in^2
|
|
Cross sectional area of cylinder 2
|
12.76 in^2
|
|
Cross sectional area of cylinder 3
|
12.76 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4940 psi
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|
Maximum load on cylinder 1
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57890 lb
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Maximum load on cylinder 2
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67200 lb
|
|
Maximum load on cylinder 3
|
63840 lb
|
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Compressive strength of cylinder 1
|
4560.0 psi
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Compressive strength of cylinder 2
|
5270.0 psi
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|
Compressive strength of cylinder 3
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5000 psi
|
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
|
3
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Correction factor for cylinder 3
|
1
|
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Age of specimen
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28 days
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Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
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