Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000649 DEA: 061H3404 EFIS: 0625000042
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-23.49
Work Description: BRIDGE REPAIR FOR BR #46 0192
Location Description: Tulare County along NB SR 99 at Avenue 184 OC, Bridge #46 0192.
Contractor Name: Yarbs Grading and Paving, Inc.
Contractor Address: P.O.Box 87 Fowler, CA 93625
Resident Engineer: Amir Zamanian Structure Rep.: Luis Guzman
DIME Sample ID: 2024-12-03-18
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 12/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/04/2024
The quantity of what the sample constitutes: 9.6
A brief description of the sample: concrete from the bridge deck
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CALPORTLAND
The concrete mix design number: 18041H
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 216515
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-12-03-18-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/10/2024
Date Tested: 12/10/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: Required strenght 5000 psi @ 28 days
Test Result Compliance: does not comply
Additional Comments When Verified:
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Unit system used?
|
US Units
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|
Number of specimens
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3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
|
4.00 in
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Average diameter of cylinder 3
|
4.00 in
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|
Cross sectional area of cylinder 1
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12.57 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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12.57 in^2
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Compressive strength (to nearest 10 psi)
|
4890 psi
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Maximum load on cylinder 1
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61540 lb
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Maximum load on cylinder 2
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63260 lb
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Maximum load on cylinder 3
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59530 lb
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Compressive strength of cylinder 1
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4895.8 psi
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|
Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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5032.6 psi
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|
Compressive strength of cylinder 3
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4735.9 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
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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
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1
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Correction factor for cylinder 3
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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
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DIME Test ID: 2024-12-03-18-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/17/2024
Date Tested: 12/17/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: Required strenght 5000 psi @ 28 days
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
|
4.00 in
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Cross sectional area of cylinder 1
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12.57 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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12.57 in^2
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Compressive strength (to nearest 10 psi)
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5460 psi
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Maximum load on cylinder 1
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71780 lb
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Maximum load on cylinder 2
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66970 lb
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Maximum load on cylinder 3
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67240 lb
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Compressive strength of cylinder 1
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5710.4 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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5327.8 psi
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Compressive strength of cylinder 3
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5349.2 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
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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
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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14 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2024-12-03-18-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/24/2024
Date Tested: 12/24/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: Required strenght 5000 psi
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
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4.00 in
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|
Average diameter of cylinder 3
|
4.00 in
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|
Cross sectional area of cylinder 1
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12.57 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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12.57 in^2
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Compressive strength (to nearest 10 psi)
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5890 psi
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Maximum load on cylinder 1
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76250 lb
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Maximum load on cylinder 2
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73460 lb
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Maximum load on cylinder 3
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72370 lb
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Compressive strength of cylinder 1
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6066.0 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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5844.1 psi
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Compressive strength of cylinder 3
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5757.4 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
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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
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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21 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2024-12-03-18-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/31/2024
Date Tested: 12/31/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: Required strenght 5000 Psi
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6150 psi
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Maximum load on cylinder 1
|
77230 lb
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Maximum load on cylinder 2
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77190 lb
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Maximum load on cylinder 3
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77340 lb
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Compressive strength of cylinder 1
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6144.0 psi
|
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Type of fracture pattern of cylinder 1
|
2
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Compressive strength of cylinder 2
|
6140.8 psi
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|
Compressive strength of cylinder 3
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6152.7 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
2
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|
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
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
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