Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000805 DEA: 061G0904 EFIS: 0623000237
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R28.2
Work Description: Fre 41 Santa Ana Pump Replace. Remove existing pump, install temporary pump, and replace pump and associated appurtenances.
Location Description: Fresno County along Route 41 near PM R28.2 at Pump Plant between Shaw Ave and Santa Ana Ave.
Contractor Name: KOCH & KOCH, INC. PM: Ric Eli
Contractor Address: 13084 John Bauer Avenue, Grass Valley, CA 95945
Resident Engineer: Martin Garcia Structure Rep.: Unknown
DIME Sample ID: 2024-12-19-11
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: 12/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/20/2024
The quantity of what the sample constitutes: 1CY
A brief description of the sample: Pump Pedestal
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 42-0381W
Structure name: Santa Ana Ave Pump Plant
The fabricator/manufacturer/facility name: Outback Materials
The concrete mix design number: 63T1G01C
The truck number from where the sample was collected: 86
The batch plant ticket number from where the sample was collected: 173836
Concrete batch plant:
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:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-12-19-11-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/16/2025
Date Tested: 01/16/2025
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?
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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
|
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)
|
2200 psi
|
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Maximum load on cylinder 1
|
27780 lb
|
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Maximum load on cylinder 2
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27220 lb
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Maximum load on cylinder 3
|
27990 lb
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Compressive strength of cylinder 1
|
2210.0 psi
|
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Type of fracture pattern of cylinder 1
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2
|
|
Compressive strength of cylinder 2
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2165.5 psi
|
|
Compressive strength of cylinder 3
|
2226.7 psi
|
|
Type of fracture pattern of cylinder 2
|
6
|
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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
|
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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
|
28 days
|
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Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-12-19-11-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/30/2025
Date Tested: 01/30/2025
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
|
|
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)
|
2450 psi
|
|
Maximum load on cylinder 1
|
29900 lb
|
|
Maximum load on cylinder 2
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30610 lb
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Maximum load on cylinder 3
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31790 lb
|
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Compressive strength of cylinder 1
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2378.7 psi
|
|
Type of fracture pattern of cylinder 1
|
5
|
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Compressive strength of cylinder 2
|
2435.2 psi
|
|
Compressive strength of cylinder 3
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2529 psi
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
Type of fracture pattern of cylinder 3
|
5
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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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
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42 days
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Age of specimen in hours
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no data0 hours
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