Sample Record for 2022-10-14-53
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993484 DEA: 07325904 EFIS: 0716000091
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-87.4
Work Description: SEISMIC RETROFIT OF BRIDGE, WIDEN
Location Description: IN LOS ANGELES COUNTY, NEAR KERN COUNTY LINE, AT THE TEJON PASS OVERCROSSING BRIDGE NO 53-1779
Contractor Name: POWELL CONSTRUCTORS INC
Contractor Address: 8555 BANANA AVE, FONTANA, CA 92335
Resident Engineer: Oscar Osorio Structure Rep.: Adriana Pimienta
Sample Information
DIME Sample ID: 2022-10-14-53
TL Number from the TL Form: NA
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: 10/14/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/24/2022
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6X12 PCC cylinder
From where was the sample collected: Job Site
Laboratory sample identification: 22-0329
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons - Palmdale
Material Information
The concrete mix design number: CT800F254AS
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Robertsons Palmdale
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: 2022-10-14-53-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/07/2022
Date Tested: 10/28/2022
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
|
2
|
|
Test performed
|
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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5.97 in
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Average diameter of cylinder 2
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5.93 in
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Cross sectional area of cylinder 1
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27.99 in^2
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|
Cross sectional area of cylinder 2
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27.62 in^2
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Compressive strength (to nearest 10 psi)
|
3860 psi
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Maximum load on cylinder 1
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106572 lb
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Maximum load on cylinder 2
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108212 lb
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Compressive strength of cylinder 1
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3807.5 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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3917.9 psi
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Type of fracture pattern of cylinder 2
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2
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
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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Age of specimen
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14 days
|
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Age of specimen in hours
|
0 hours
|
Test 2 of 2
DIME Test ID: 2022-10-14-53-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/14/2022
Date Tested: 11/11/2022
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:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
5.99 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.17 in^2
|
|
Cross sectional area of cylinder 2
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28.26 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4130 psi
|
|
Maximum load on cylinder 1
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116611 lb
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|
Maximum load on cylinder 2
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116141 lb
|
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Type of fracture pattern of cylinder 1
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2
|
|
Type of fracture pattern of cylinder 2
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2
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
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1
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
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28 days
|
|
Age of specimen in hours
|
0 hours
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