Sample Record for 2022-10-20-51
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: 2022-10-20-51
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/20/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/21/2022
The quantity of what the sample constitutes: 66 cy
A brief description of the sample: PCC
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Calportland Donovan
Material Information
The concrete mix design number: 590GM1060
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: na
Concrete batch plant:
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 5
DIME Test ID: 2022-10-20-51-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 11/01/2022
Date Tested: 10/20/2022
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:
Test 2 of 5
DIME Test ID: 2022-10-20-51-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 11/01/2022
Date Tested: 10/20/2022
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: does not comply
Additional Comments When Verified:
Test 3 of 5
DIME Test ID: 2022-10-20-51-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/01/2022
Date Tested: 10/27/2022
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: 7 day bk, Abutment 1
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
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.59 in^2
|
|
Cross sectional area of cylinder 3
|
12.6 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3130 psi
|
|
Maximum load on cylinder 1
|
39991 lb
|
|
Maximum load on cylinder 2
|
38971 lb
|
|
Maximum load on cylinder 3
|
39201 lb
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
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
|
0
|
|
Correction factor for cylinder 2
|
0
|
|
Correction factor for cylinder 3
|
0
|
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
168 hours
|
Test 4 of 5
DIME Test ID: 2022-10-20-51-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/17/2022
Date Tested: 11/17/2022
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: 28 day bk, abutment #1
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
|
4.00 in
|
|
Average diameter of cylinder 2
|
3.99 in
|
|
Average diameter of cylinder 3
|
3.99 in
|
|
Cross sectional area of cylinder 1
|
12.56 in^2
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|
Cross sectional area of cylinder 2
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12.52 in^2
|
|
Cross sectional area of cylinder 3
|
12.55 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4210 psi
|
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Maximum load on cylinder 1
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53668 lb
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Maximum load on cylinder 2
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52449 lb
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Maximum load on cylinder 3
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52410 lb
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Type of fracture pattern of cylinder 1
|
1
|
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Type of fracture pattern of cylinder 2
|
1
|
|
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
|
0
|
|
Correction factor for cylinder 2
|
0
|
|
Correction factor for cylinder 3
|
0
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
Test 5 of 5
DIME Test ID: 2022-10-20-51-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/01/2022
Date Tested: 12/01/2022
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: 42 day bk, abutment #1
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
|
3.98 in
|
|
Average diameter of cylinder 3
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3.97 in
|
|
Cross sectional area of cylinder 1
|
12.47 in^2
|
|
Cross sectional area of cylinder 2
|
12.44 in^2
|
|
Cross sectional area of cylinder 3
|
12.4 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4550 psi
|
|
Maximum load on cylinder 1
|
53549 lb
|
|
Maximum load on cylinder 2
|
57040 lb
|
|
Maximum load on cylinder 3
|
55375 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
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
|
0
|
|
Correction factor for cylinder 2
|
0
|
|
Correction factor for cylinder 3
|
0
|
|
Age of specimen
|
42 days
|
|
Age of specimen in hours
|
1008 hours
|
