Sample Record for 2024-01-04-32
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995260 DEA: 061G0504 EFIS: 0623000195
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-VAR,(180),245-99/104, (99.0)/0.0/(104.0)/9.0
Work Description: Routes 180, 245 Emergency Slip Out Repair
Location Description:
Contractor Name: CAL VALLEY CONSTRUCTION
Contractor Address: 5125 N. Gates Ave, Ste 102, Fresno, CA 93722
Resident Engineer: Mark Mengoni Structure Rep.: Ramandeep Guraya
Sample Information
DIME Sample ID: 2024-01-04-32
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 01/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/05/2024
The quantity of what the sample constitutes: 6 concrete cylinders
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: Outback Materials
Material Information
The concrete mix design number: 40F5G07
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 152363
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: pile # 6,9,11
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2024-01-04-32-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/01/2024
Date Tested: 02/01/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
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:
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Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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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
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3.99 in
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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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12.57 in^2
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Cross sectional area of cylinder 2
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12.5 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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2130 psi
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Maximum load on cylinder 1
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24920 lb
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Maximum load on cylinder 2
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33490 lb
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Maximum load on cylinder 3
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21540 lb
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Compressive strength of cylinder 1
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1982.5 psi
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Type of fracture pattern of cylinder 1
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6
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Compressive strength of cylinder 2
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2679.2 psi
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Compressive strength of cylinder 3
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1713.6 psi
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Type of fracture pattern of cylinder 2
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6
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Type of fracture pattern of cylinder 3
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6
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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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28 days
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Age of specimen in hours
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no data0 hours
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Test 2 of 2
DIME Test ID: 2024-01-04-32-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 02/16/2024
Date Tested: 02/15/2024
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
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
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Average diameter of cylinder 2
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4.01 in
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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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12.57 in^2
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Cross sectional area of cylinder 2
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12.63 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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3090 psi
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Maximum load on cylinder 1
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39560 lb
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Maximum load on cylinder 2
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38340 lb
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Maximum load on cylinder 3
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38860 lb
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Compressive strength of cylinder 1
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3147.2 psi
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Type of fracture pattern of cylinder 1
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6
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Compressive strength of cylinder 2
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3035.6 psi
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Compressive strength of cylinder 3
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3091.5 psi
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Type of fracture pattern of cylinder 2
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6
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Type of fracture pattern of cylinder 3
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6
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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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42 days
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Age of specimen in hours
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no data0 hours
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