Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000416 DEA: 120S1104 EFIS: 1219000091
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-22-R0.9/R9.4
Work Description: REPLACE CONCRETE BARRIER AND MODIFY LIGHTING SYSTEM.
Location Description: ORANGE FROM BOLSA CHICA ROAD OVERCROSSING IN GARDEN GROVE TO LEWIS STREET OVERCROSSING IN ORANGE
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 2900 Bristol Street Suite D204, Costa Mesa, CA 92626
Resident Engineer: Arezo Ghiam Structure Rep.: Maheshwarlal Kapoor
DIME Sample ID: 2025-03-04-55
TL Number from the TL Form:
Sample Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Sample Organization Contact: 9492798846
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 03/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/05/2025
The quantity of what the sample constitutes: 6
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 25-0096
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National / Artesia
The concrete mix design number: S59C456T10
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Dischard fron concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled: Barrier Light Pedestal 12+64~13+22
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-03-04-55-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/17/2025
Date Tested: 04/11/2025
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
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US Units
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|
Number of specimens
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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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3.99 in
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Average diameter of cylinder 2
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4.00 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
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12.5 in^2
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Cross sectional area of cylinder 2
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12.57 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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2390 psi
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Maximum load on cylinder 1
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32000 lb
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Maximum load on cylinder 2
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28970 lb
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Maximum load on cylinder 3
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29300 lb
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Compressive strength of cylinder 1
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2560.0 psi
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Type of fracture pattern of cylinder 1
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4
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Compressive strength of cylinder 2
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2304.7 psi
|
|
Compressive strength of cylinder 3
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2319.9 psi
|
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Type of fracture pattern of cylinder 2
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4
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Type of fracture pattern of cylinder 3
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4
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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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38 days
|
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2025-03-04-55-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/17/2025
Date Tested: 04/15/2025
Submitted By Organization: CT D12 - Huntington Beach Field Laboratory
Organization Address: 19601 Beach Boulevard,
Organization City: Huntington Beach
Organization State: CA
Organization Zipcode: 92648
Organization Email: frank.mai@dot.ca.gov
Organization Phone: (949) 279-8846
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
|
|
Average diameter of cylinder 2
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4.01 in
|
|
Average diameter of cylinder 3
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4.00 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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12.57 in^2
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Compressive strength (to nearest 10 psi)
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4600 psi
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Maximum load on cylinder 1
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57720 lb
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Maximum load on cylinder 2
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62190 lb
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Maximum load on cylinder 3
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53960 lb
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Compressive strength of cylinder 1
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4570.1 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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4924.0 psi
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Compressive strength of cylinder 3
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4292.8 psi
|
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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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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42 days
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Age of specimen in hours
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no data0 hours
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