Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993136 DEA: 120Q3904 EFIS: 1217000003
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-55-4.7
Work Description: RECONSTRUCT REINFORCED STRUCTURAL CONCRETE BRIDGE AND BARRIER.
Location Description: ORANGE COUNTY IN COSTA MESA AT ROUTE 55/73 CONNECTOR
Contractor Name: BEADOR CONSTRUCTION COMPANY
Contractor Address: 2900 Bristol Street, Suite D204, Costa Mesa, CA 92626
Resident Engineer: Adrian Wu Structure Rep.: Noah Bruton
DIME Sample ID: 2024-04-26-39
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: 04/26/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/30/2024
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: 24-0151
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertson's
The concrete mix design number: RRM18093
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled: Hinge Sta 109 15 to 112 42
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-04-26-39-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/12/2024
Date Tested: 05/10/2024
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?
|
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
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.62 in^2
|
|
Cross sectional area of cylinder 2
|
12.59 in^2
|
|
Cross sectional area of cylinder 3
|
12.56 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3640 psi
|
|
Maximum load on cylinder 1
|
45610 lb
|
|
Maximum load on cylinder 2
|
46500 lb
|
|
Maximum load on cylinder 3
|
46070 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
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
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
14 days
|
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2024-04-26-39-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/27/2024
Date Tested: 05/24/2024
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
|
4.02 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.62 in^2
|
|
Cross sectional area of cylinder 2
|
12.59 in^2
|
|
Cross sectional area of cylinder 3
|
12.59 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4180 psi
|
|
Maximum load on cylinder 1
|
49010 lb
|
|
Maximum load on cylinder 2
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58550 lb
|
|
Maximum load on cylinder 3
|
50990 lb
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
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
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
