Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993771 DEA: 07325204 EFIS: 0716000082
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R36.7/R37.1
Work Description: San Gabriel River Bridge - CM/GC Project - Hinge And Diaphragm Repairs
Location Description: Los Angeles County - LOS ANGELES COUNTY IN IRWINDALE FROM 0.2 MILE EAST OF 0.7 MILE WEST OF IRWINDALE AVENUE OVECROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 14726 Ramona Avenue, Suite 300, Chino, CA 91710
Resident Engineer: Moe Izadpanah Structure Rep.: Quynh Nguyen
DIME Sample ID: 2022-10-05-47
TL Number from the TL Form: 07-325204-004
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Informational
Type of Material: Concrete
Sample Taken Date: 10/05/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2022
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 22-0305
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mix Concrete Company
The concrete mix design number: 1610838
The truck number from where the sample was collected: 855184
The batch plant ticket number from where the sample was collected: 525043
Concrete batch plant: National Ready Mix
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.:
DIME Test ID: 2022-10-05-47-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/12/2022
Date Tested: 10/06/2022
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
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Average diameter of cylinder 1
|
4.03 in
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|
Average diameter of cylinder 2
|
4.01 in
|
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Average diameter of cylinder 3
|
4.02 in
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Cross sectional area of cylinder 1
|
12.76 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
|
12.69 in^2
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|
Compressive strength (to nearest 10 psi)
|
980 psi
|
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Maximum load on cylinder 1
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11870 lb
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Maximum load on cylinder 2
|
12100 lb
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Maximum load on cylinder 3
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13254 lb
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Compressive strength of cylinder 1
|
930.3 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
|
958.0 psi
|
|
Compressive strength of cylinder 3
|
1044.4 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
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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
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|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
0 days
|
|
Age of specimen in hours
|
12 hours
|
DIME Test ID: 2022-10-05-47-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/12/2022
Date Tested: 10/07/2022
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
|
|
Average diameter of cylinder 2
|
4.02 in
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
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Cross sectional area of cylinder 2
|
12.69 in^2
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Cross sectional area of cylinder 3
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12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
2010 psi
|
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Maximum load on cylinder 1
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24863 lb
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Maximum load on cylinder 2
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23920 lb
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Maximum load on cylinder 3
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27613 lb
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Compressive strength of cylinder 1
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1959.3 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
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Compressive strength of cylinder 2
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1884.9 psi
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|
Compressive strength of cylinder 3
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2176 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
2
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|
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
|
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Correction factor for cylinder 3
|
1
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Age of specimen
|
0 days
|
|
Age of specimen in hours
|
36 hours
|
DIME Test ID: 2022-10-05-47-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/12/2022
Date Tested: 10/12/2022
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
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3280 psi
|
|
Maximum load on cylinder 1
|
42570 lb
|
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Maximum load on cylinder 2
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41710 lb
|
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Maximum load on cylinder 3
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40129 lb
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Compressive strength of cylinder 1
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3370.5 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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3302.5 psi
|
|
Compressive strength of cylinder 3
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3162.3 psi
|
|
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
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
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Age of specimen
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7 days
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|
Age of specimen in hours
|
0 hours
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