Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993336 DEA: 07328804 EFIS: 0716000183
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R54.4/R54.8
Work Description: BUILDING WORK.
Location Description: LOS ANGELES COUNTY IN SANTA CLARITA FROM NORTHBOUND OFF-RAMP TO NORTHBOUND ON-RAMP CASTAIC WEIGH STATION
Contractor Name: Kanaan Construction Inc.
Contractor Address: 230 S Irwindale Ave, Azusa, CA 91702
Resident Engineer: OSCAR OSORIO Structure Rep.: Unknown
DIME Sample ID: 2024-04-29-70
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: Acceptance
Type of Material: Concrete
Sample Taken Date: 04/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/13/2024
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 6X12 PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 24-067
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons
The concrete mix design number: SC590B38
The truck number from where the sample was collected: 2129
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Robertsons
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: 2024-04-29-70-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/05/2024
Date Tested: 05/13/2024
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
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Average diameter of cylinder 1
|
6.01 in
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|
Average diameter of cylinder 2
|
5.99 in
|
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Cross sectional area of cylinder 1
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28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
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Compressive strength (to nearest 10 psi)
|
3540 psi
|
|
Maximum load on cylinder 1
|
101358 lb
|
|
Maximum load on cylinder 2
|
98786 lb
|
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Compressive strength of cylinder 1
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3572.7 psi
|
|
Type of fracture pattern of cylinder 1
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2
|
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Compressive strength of cylinder 2
|
3505.5 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
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
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
|
14 days
|
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Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-04-29-70-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/05/2024
Date Tested: 05/27/2024
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: complies
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
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4480 psi
|
|
Maximum load on cylinder 1
|
127380 lb
|
|
Maximum load on cylinder 2
|
127433 lb
|
|
Compressive strength of cylinder 1
|
4475.8 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
4491.8 psi
|
|
Type of fracture pattern of cylinder 2
|
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
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
