Sample Record for 2026-04-28-50
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994654 DEA: 07313504 EFIS: 0715000090
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA,VEN-1-37.7/62.9,0.0/0.9
Work Description: REMOVE AND CONSTRUCT BRIDGE AND CULVERTS.
Location Description: LOS ANGELES AND VENTURA COUNTIES AT VARIOUS LOCATIONS FROM 0.4 MILE SOUTH OF TEMESCAL CANYON ROAD TO 0.1 MILE NORTH OF TONGA STREET
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVENUE, SYLMAR, CA 91342
Resident Engineer: Hakim Sheikh Structure Rep.: Aziz Maghsoudloo
Sample Information
DIME Sample ID: 2026-04-28-50
TL Number from the TL Form: 04282026
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: 04/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/30/2026
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: 26-121
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: State Ready Mix
Material Information
The concrete mix design number: ORSLBD50
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: State Ready Mix
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Cute boom pump
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test
DIME Test ID: 2026-04-28-50-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/12/2026
Date Tested: 05/12/2026
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
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With no density determined
|
|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
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4.01 in
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Average diameter of cylinder 2
|
4.01 in
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Average diameter of cylinder 3
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4.01 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
|
12.63 in^2
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Compressive strength (to nearest 10 psi)
|
7370 psi
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Maximum load on cylinder 1
|
94502 lb
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Maximum load on cylinder 2
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88792 lb
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Maximum load on cylinder 3
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95986 lb
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Compressive strength of cylinder 1
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7482.3 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
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7030.2 psi
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Compressive strength of cylinder 3
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7599.8 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
|
1
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Age of specimen
|
14 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test
DIME Test ID: 2026-04-28-50-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/26/2026
Date Tested: 05/26/2026
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
|
4.01 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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12.69 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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8390 psi
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Maximum load on cylinder 1
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112975 lb
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Maximum load on cylinder 2
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99998 lb
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Maximum load on cylinder 3
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105509 lb
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Compressive strength of cylinder 1
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8902.7 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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7917.5 psi
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Compressive strength of cylinder 3
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8353.8 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
|
1
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Age of specimen
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28 days
|
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Age of specimen in hours
|
no data0 hours
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Test
DIME Test ID: 2026-04-28-50-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/09/2026
Date Tested: 06/09/2026
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.02 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
|
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)
|
8620 psi
|
|
Maximum load on cylinder 1
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107954 lb
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Maximum load on cylinder 2
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111263 lb
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Maximum load on cylinder 3
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108587 lb
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Compressive strength of cylinder 1
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8507.0 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
|
8809.4 psi
|
|
Compressive strength of cylinder 3
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8556.9 psi
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Type of fracture pattern of cylinder 2
|
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)
|
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
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42 days
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Age of specimen in hours
|
no data0 hours
|
