Sample Record for 2024-12-30-14
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: 2024-12-30-14
TL Number from the TL Form: 07-326204-8
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: 12/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/31/2024
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: 24-486
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex Walnut
Material Information
The concrete mix design number: 1610974
The truck number from where the sample was collected: 2
The batch plant ticket number from where the sample was collected: na
Concrete batch plant: Cemex Walnut
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 4
DIME Test ID: 2024-12-30-14-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/06/2025
Date Tested: 01/06/2025
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
|
4.01 in
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Average diameter of cylinder 2
|
4.01 in
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Average diameter of cylinder 3
|
4.00 in
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Cross sectional area of cylinder 1
|
12.63 in^2
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Cross sectional area of cylinder 2
|
12.63 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)
|
4600 psi
|
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Maximum load on cylinder 1
|
56556 lb
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Maximum load on cylinder 2
|
61727 lb
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Maximum load on cylinder 3
|
55866 lb
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Compressive strength of cylinder 1
|
4477.9 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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4887.3 psi
|
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Compressive strength of cylinder 3
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4444.4 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
|
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
|
7 days
|
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Age of specimen in hours
|
no data0 hours
|
Test 2 of 4
DIME Test ID: 2024-12-30-14-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/13/2025
Date Tested: 01/13/2025
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
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
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12.63 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
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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6170 psi
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Maximum load on cylinder 1
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82436 lb
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Maximum load on cylinder 2
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73496 lb
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Maximum load on cylinder 3
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77313 lb
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Compressive strength of cylinder 1
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6527.0 psi
|
|
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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5846.9 psi
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|
Compressive strength of cylinder 3
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6150.6 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
|
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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14 days
|
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Age of specimen in hours
|
no data0 hours
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Test 3 of 4
DIME Test ID: 2024-12-30-14-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/21/2025
Date Tested: 01/20/2025
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
|
3.99 in
|
|
Average diameter of cylinder 2
|
3.99 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
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12.5 in^2
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Cross sectional area of cylinder 2
|
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)
|
6880 psi
|
|
Maximum load on cylinder 1
|
86524 lb
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Maximum load on cylinder 2
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86008 lb
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Maximum load on cylinder 3
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85889 lb
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Compressive strength of cylinder 1
|
6921.9 psi
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Type of fracture pattern of cylinder 1
|
2
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|
Compressive strength of cylinder 2
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6880.6 psi
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|
Compressive strength of cylinder 3
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6832.9 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
|
2
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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
|
21 days
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|
Age of specimen in hours
|
no data0 hours
|
Test 4 of 4
DIME Test ID: 2024-12-30-14-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/27/2025
Date Tested: 01/27/2025
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
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
3.99 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
|
12.5 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6950 psi
|
|
Maximum load on cylinder 1
|
86659 lb
|
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Maximum load on cylinder 2
|
86827 lb
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Maximum load on cylinder 3
|
87934 lb
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Compressive strength of cylinder 1
|
6894.1 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
6907.5 psi
|
|
Compressive strength of cylinder 3
|
7034.7 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
