Sample Record for 2024-06-27-27
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994820 DEA: 060V1104 EFIS: 0616000208
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,KIN-5,41,198-Var
Work Description: STRATFORD KINGS RIVER BRIDGE REPLACEMENT.
Location Description: FRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS
Contractor Name: M.C.M. Construction, INC. (Richard McCall)
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Din Dadawalla Structure Rep.: Martin Garcia
Sample Information
DIME Sample ID: 2024-06-27-27
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: 06/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/28/2024
The quantity of what the sample constitutes: 12- 4X8 Cylinders
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 45-0110
Structure name:
The fabricator/manufacturer/facility name: MCM Construction
Material Information
The concrete mix design number: NCT09024
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: 117194352
Concrete batch plant: Viking Ready Mix
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled: Approach slab Abut 8
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2024-06-27-27-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/08/2024
Date Tested: 07/08/2024
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:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
|
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
|
12.57 in^2
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Cross sectional area of cylinder 2
|
12.57 in^2
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Cross sectional area of cylinder 3
|
12.57 in^2
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Compressive strength (to nearest 10 psi)
|
3570 psi
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Maximum load on cylinder 1
|
46080 lb
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Maximum load on cylinder 2
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44210 lb
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Maximum load on cylinder 3
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44340 lb
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Compressive strength of cylinder 1
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3665.9 psi
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|
Type of fracture pattern of cylinder 1
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5
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Compressive strength of cylinder 2
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3517.1 psi
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Compressive strength of cylinder 3
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3527.4 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
|
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
|
11 days
|
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Age of specimen in hours
|
no data0 hours
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Test 2 of 3
DIME Test ID: 2024-06-27-27-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/11/2024
Date Tested: 07/11/2024
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:
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
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|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
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Compressive strength (to nearest 10 psi)
|
3780 psi
|
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Maximum load on cylinder 1
|
47810 lb
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Maximum load on cylinder 2
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46400 lb
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Maximum load on cylinder 3
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48360 lb
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Compressive strength of cylinder 1
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3803.5 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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3691.3 psi
|
|
Compressive strength of cylinder 3
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3847.3 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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Test 3 of 3
DIME Test ID: 2024-06-27-27-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/30/2024
Date Tested: 07/30/2024
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:
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)
|
4600 psi
|
|
Maximum load on cylinder 1
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56110 lb
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Maximum load on cylinder 2
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57550 lb
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Maximum load on cylinder 3
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59770 lb
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Compressive strength of cylinder 1
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4463.8 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
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Compressive strength of cylinder 2
|
4578.4 psi
|
|
Compressive strength of cylinder 3
|
4755 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
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Type of fracture pattern of cylinder 3
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
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
|
33 days
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Age of specimen in hours
|
no data0 hours
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2024-06-27-27-1 | CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders | 06/28/2024 | Not scheduled | Fares Thwabah | CT D06 - Millbrook Field Laboratory | | |
| 2024-06-27-27-2 | CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders | 06/28/2024 | Not scheduled | Fares Thwabah | CT D06 - Millbrook Field Laboratory | | |
| 2024-06-27-27-3 | CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders | 06/28/2024 | Not scheduled | Fares Thwabah | CT D06 - Millbrook Field Laboratory | | |
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