Sample Record for 2023-01-11-42
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214993 DEA: 051F5004 EFIS: 0514000003
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101,135-70.6/71.2;0.1
Work Description: CONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA.
Location Description: SANTA BARBARA COUNTY AT LOS ALAMOS ON ROUTE 101 FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 101/135 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E Donovan Road, Santa Maria, CA 93454
Resident Engineer: Jason Torres Structure Rep.: Alex Martinez
Sample Information
DIME Sample ID: 2023-01-11-42
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 01/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/11/2023
The quantity of what the sample constitutes: CY
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland/Donovan
Material Information
The concrete mix design number: 675RN1060
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1825922
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: revolving drum truck from chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2023-01-11-42-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/23/2023
Date Tested: 01/18/2023
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
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With no density determined
|
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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3.99 in
|
|
Average diameter of cylinder 2
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4.00 in
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|
Average diameter of cylinder 3
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3.98 in
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Cross sectional area of cylinder 1
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12.53 in^2
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|
Cross sectional area of cylinder 2
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12.57 in^2
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|
Cross sectional area of cylinder 3
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12.48 in^2
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Compressive strength (to nearest 10 psi)
|
2735 psi
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Maximum load on cylinder 1
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33713 lb
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Maximum load on cylinder 2
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33621 lb
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Maximum load on cylinder 3
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35535 lb
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Type of fracture pattern of cylinder 1
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4
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Type of fracture pattern of cylinder 2
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4
|
|
Type of fracture pattern of cylinder 3
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4
|
|
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
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1
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Correction factor for cylinder 3
|
1
|
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Age of specimen
|
7 days
|
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Age of specimen in hours
|
168 hours
|
Test 2 of 3
DIME Test ID: 2023-01-11-42-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/23/2023
Date Tested: 02/08/2023
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
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?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
3.99 in
|
|
Average diameter of cylinder 2
|
3.99 in
|
|
Average diameter of cylinder 3
|
3.98 in
|
|
Cross sectional area of cylinder 1
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12.55 in^2
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|
Cross sectional area of cylinder 2
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12.52 in^2
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|
Cross sectional area of cylinder 3
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12.45 in^2
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Compressive strength (to nearest 10 psi)
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4260 psi
|
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Maximum load on cylinder 1
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52471 lb
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Maximum load on cylinder 2
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52802 lb
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Maximum load on cylinder 3
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54684 lb
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Type of fracture pattern of cylinder 1
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4
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Type of fracture pattern of cylinder 2
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1
|
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Type of fracture pattern of cylinder 3
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4
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
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
|
672 hours
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Test 3 of 3
DIME Test ID: 2023-01-11-42-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/23/2023
Date Tested: 02/22/2023
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: salvador.lopez-zamora@dot.ca.gov
Organization Phone: (805) 748-3854
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
3.99 in
|
|
Average diameter of cylinder 2
|
3.99 in
|
|
Average diameter of cylinder 3
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4.00 in
|
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Cross sectional area of cylinder 1
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12.53 in^2
|
|
Cross sectional area of cylinder 2
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12.55 in^2
|
|
Cross sectional area of cylinder 3
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12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4900 psi
|
|
Maximum load on cylinder 1
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60758 lb
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Maximum load on cylinder 2
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61467 lb
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Maximum load on cylinder 3
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62210 lb
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Type of fracture pattern of cylinder 1
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4
|
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Type of fracture pattern of cylinder 2
|
4
|
|
Type of fracture pattern of cylinder 3
|
4
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
42 days
|
|
Age of specimen in hours
|
1008 hours
|
