Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993527 DEA: 07327304 EFIS: 0716000126
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-103-0.1
Work Description: INSTALL PUMP PLANT EQUIPMENT AND DRAINAGE SYSTEM.
Location Description: THE CITY AND COUNTY OF LOS ANGELES AT HENRY FORD AVENUE OFF-RAMP
Contractor Name: SHIMMICK CONSTRUCTION COMPANY INC.
Contractor Address: 530 Technology Drive, Suite 300, Irvine, CA 92618
Resident Engineer: Steven Zaw Structure Rep.: Unknown
DIME Sample ID: 2024-09-20-73
TL Number from the TL Form: 9202024
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: 09/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2024
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: 24-230
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: A&A Ready Mixed Concrete
The concrete mix design number: 557237SP
The truck number from where the sample was collected: 0912
The batch plant ticket number from where the sample was collected: 497217
Concrete batch plant: AAA Ready Mixed Concrete
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: 2024-09-20-73-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/18/2024
Date Tested: 09/27/2024
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: not applicable
Additional Comments When Verified:
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Unit system used?
|
US Units
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|
Number of specimens
|
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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4.03 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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4.03 in
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Cross sectional area of cylinder 1
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12.76 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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12.76 in^2
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Compressive strength (to nearest 10 psi)
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4750 psi
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Maximum load on cylinder 1
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58500 lb
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Maximum load on cylinder 2
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61471 lb
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Maximum load on cylinder 3
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61510 lb
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Compressive strength of cylinder 1
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4584.6 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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4844.1 psi
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Compressive strength of cylinder 3
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4820.5 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
|
1
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Correction factor for cylinder 3
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1
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Age of specimen
|
7 days
|
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Age of specimen in hours
|
no data0 hours
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DIME Test ID: 2024-09-20-73-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/18/2024
Date Tested: 10/18/2024
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
|
4.02 in
|
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Average diameter of cylinder 3
|
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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12.69 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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5540 psi
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Maximum load on cylinder 1
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70766 lb
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Maximum load on cylinder 2
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71499 lb
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Maximum load on cylinder 3
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68464 lb
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Compressive strength of cylinder 1
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5576.5 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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5634.3 psi
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Compressive strength of cylinder 3
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5395.1 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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DIME Test ID: 2024-09-20-73-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/04/2024
Date Tested: 11/01/2024
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
|
4.01 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
|
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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12.63 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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6720 psi
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Maximum load on cylinder 1
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84523 lb
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Maximum load on cylinder 2
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84879 lb
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Maximum load on cylinder 3
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85123 lb
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Compressive strength of cylinder 1
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6692.2 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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6720.4 psi
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Compressive strength of cylinder 3
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6739.7 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
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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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42 days
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Age of specimen in hours
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no data0 hours
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