Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994675 DEA: 07390204 EFIS: 0722000334
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47-0.4 / 2.1
Work Description: Bridge deck replacement with lightweight precast deck panels ultra high performance concrete. Also includes: replacement of seismic sensors, upgrades to median barrier, railings, fences and guard rails. New finger joints.
Location Description: RTE 47 between Terminal Island and San Pedro PM 0.4/2.1
Contractor Name: Skanska
Contractor Address: 1995 Agua Mansa Rd, Riverside, CA 92509
Resident Engineer: Sam Gallardo Structure Rep.: Sami Deeb
DIME Sample ID: 2026-05-20-47
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 05/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2026
The quantity of what the sample constitutes: 6 - 4x8 concrete cylinders
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Fabricator
Laboratory sample identification: 1088-224
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Coreslab Strcutures
The concrete mix design number: 2556-TB-Type III only
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 105012
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: SCC- Light weight concrete
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-05-20-47-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/03/2026
Date Tested: 06/03/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
|
3
|
|
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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Apparent mass of submerged cylinder 1
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no data0 lb
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Average diameter of cylinder 1
|
4.01 in
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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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12.63 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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12.63 in^2
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Compressive strength (to nearest 10 psi)
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5080 psi
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Maximum load on cylinder 1
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65380 lb
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Maximum load on cylinder 2
|
64130 lb
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Maximum load on cylinder 3
|
62950 lb
|
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Compressive strength of cylinder 1
|
5180.0 psi
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Compressive strength of cylinder 2
|
5080.0 psi
|
|
Compressive strength of cylinder 3
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4980 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
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2026-05-20-47-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/17/2026
Date Tested: 06/17/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
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
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
4.02 in
|
|
Average diameter of cylinder 2
|
4.02 in
|
|
Average diameter of cylinder 3
|
4.02 in
|
|
Cross sectional area of cylinder 1
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12.69 in^2
|
|
Cross sectional area of cylinder 2
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12.69 in^2
|
|
Cross sectional area of cylinder 3
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12.69 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5420 psi
|
|
Maximum load on cylinder 1
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66260 lb
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|
Maximum load on cylinder 2
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71570 lb
|
|
Maximum load on cylinder 3
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68480 lb
|
|
Compressive strength of cylinder 1
|
5220.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
5640.0 psi
|
|
Compressive strength of cylinder 3
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5400 psi
|
|
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
|
|
Correction factor for cylinder 1
|
1
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|
Correction factor for cylinder 2
|
1
|
|
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
|
|
Serial number of delivery ticket, if available
|
no data
|
