Sample Record for 2023-12-20-15
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994267 DEA: 07326204 EFIS: 0716000113
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-39-17.8
Work Description: CONSTRUCT BRIDGE, PLACE STRUCTURAL STEEL AND CONCRETE BARRIER.
Location Description: LOS ANGELES COUNTY IN AZUSA AT SAN GABRIEL RIVER BRIDGE
Contractor Name: FEC Future Contractors & Engineers, Inc
Contractor Address: 184 Technology Dr., Ste 2, Irvine, CA 92618
Resident Engineer: Joe Doughly Structure Rep.: Hadi Moradi
Sample Information
DIME Sample ID: 2023-12-20-15
TL Number from the TL Form: 07-326204-02
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 12/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/22/2023
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: 23-649
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertson's Irwindale
Material Information
The concrete mix design number: SC675B38
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 621231
Concrete batch plant: Robertsons Irwindale
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: 2023-12-20-15-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/03/2024
Date Tested: 12/23/2023
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) 817-0387
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
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3
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|
Test performed
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With no density determined
|
|
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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4.01 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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4.01 in
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Cross sectional area of cylinder 1
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12.63 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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12.63 in^2
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Compressive strength (to nearest 10 psi)
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2490 psi
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Maximum load on cylinder 1
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30022 lb
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Maximum load on cylinder 2
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31246 lb
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Maximum load on cylinder 3
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32884 lb
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Compressive strength of cylinder 1
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2377.0 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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2499.7 psi
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Compressive strength of cylinder 3
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2603.6 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
|
3 days
|
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Age of specimen in hours
|
0 hours
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Test 2 of 2
DIME Test ID: 2023-12-20-15-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/03/2024
Date Tested: 12/27/2023
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) 817-0387
General Comments for this Test:
Test Result Compliance: not applicable
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
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Average diameter of cylinder 2
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4.02 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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12.69 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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3400 psi
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Maximum load on cylinder 1
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40883 lb
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Maximum load on cylinder 2
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48754 lb
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Maximum load on cylinder 3
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39380 lb
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Compressive strength of cylinder 1
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3221.7 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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3841.9 psi
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Compressive strength of cylinder 3
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3132.9 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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0 hours
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