Sample Record for 2021-11-09-15
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215188 DEA: 080F5434 EFIS: 0817000239 Permit Numbers: 0823NMC0369
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-I-15,SR-91-6.1-7.6
Work Description: I-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location Description: Junction of I-15 and SR-91 in Corona, CA
Contractor Name: Myers-Rados Joint Venture
Contractor Address: 629 N. Main Street, Suite C3, Corona, CA 92878
Resident Engineer: Roy Fisher Structure Rep.: Alhakem Alina
Sample Information
DIME Sample ID: 2021-11-09-15
TL Number from the TL Form: 3
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 11/09/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/10/2021
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 1026-119
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: cemex
Material Information
The concrete mix design number: 1611615
The truck number from where the sample was collected: 10070831
The batch plant ticket number from where the sample was collected: 29945691
Concrete batch plant: Cemex
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Site
Where the material sample would have been placed if not sampled: EB I15 91 Temescal OH Bent 3 Foundation 56 0873G
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2021-11-09-15-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/07/2021
Date Tested: 12/07/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
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US Units
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|
Number of specimens
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2
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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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no data
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Apparent mass of submerged cylinder 1
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no data0 lb
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Average diameter of cylinder 1
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5.97 in
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Average diameter of cylinder 2
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5.98 in
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Cross sectional area of cylinder 1
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27.99 in^2
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Cross sectional area of cylinder 2
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28.09 in^2
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Compressive strength (to nearest 10 psi)
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5260 psi
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Maximum load on cylinder 1
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148390 lb
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Maximum load on cylinder 2
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146420 lb
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Compressive strength of cylinder 1
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5301.5 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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5212.5 psi
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Type of fracture pattern of cylinder 2
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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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Age of specimen
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no data0 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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Test 2 of 2
DIME Test ID: 2021-11-09-15-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/22/2021
Date Tested: 12/21/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
no data
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
5.98 in
|
|
Average diameter of cylinder 2
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5.97 in
|
|
Cross sectional area of cylinder 1
|
28.09 in^2
|
|
Cross sectional area of cylinder 2
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27.99 in^2
|
|
Compressive strength (to nearest 10 psi)
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5400 psi
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Maximum load on cylinder 1
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151850 lb
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Maximum load on cylinder 2
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150735 lb
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Compressive strength of cylinder 1
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5405.8 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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5385.3 psi
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Type of fracture pattern of cylinder 2
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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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Age of specimen
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no data0 days
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Age of specimen in hours
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no data0 hours
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|
Serial number of delivery ticket, if available
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no data
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