Sample Record for 2024-10-15-50
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993387 DEA: 07323404 EFIS: 0716000064
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R59.5/R67.9
Work Description: PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY INC
Contractor Address: 13170 TELEFAIR AVE, SYLMAR, CA 91342
Resident Engineer: Oscar Osorio Structure Rep.: Chanh Tong
Sample Information
DIME Sample ID: 2024-10-15-50
TL Number from the TL Form: 24101501
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 10/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/17/2024
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 4X8 PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-320
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mix Concrete Company
Material Information
The concrete mix design number: S72C446T10
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 026463
Concrete batch plant: National Ready Mix Concrete Company
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: truck chute
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: 2024-10-15-50-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/23/2024
Date Tested: 10/22/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
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 C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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4.02 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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12.69 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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4070 psi
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Maximum load on cylinder 1
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50484 lb
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Maximum load on cylinder 2
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48375 lb
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Maximum load on cylinder 3
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55325 lb
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Compressive strength of cylinder 1
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3978.3 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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3830.2 psi
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Compressive strength of cylinder 3
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4401.4 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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7 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: 2024-10-15-50-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/12/2024
Date Tested: 11/12/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
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 C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.02 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
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4.02 in
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Cross sectional area of cylinder 1
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12.69 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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12.69 in^2
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Compressive strength (to nearest 10 psi)
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5990 psi
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Maximum load on cylinder 1
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76808 lb
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Maximum load on cylinder 2
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77052 lb
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Maximum load on cylinder 3
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73683 lb
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Compressive strength of cylinder 1
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6052.6 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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6100.7 psi
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Compressive strength of cylinder 3
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5806.4 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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28 days
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Age of specimen in hours
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no data0 hours
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