Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-6.0-9.4
Work Description: Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location Description: Port of Long Beach (District 7)
Contractor Name: Shimmick/FCC/Impregilo (SFI) JV
Contractor Address: 11 Golden Shore, Suite 330, Long Beach, CA 90802
Resident Engineer: Structure Rep.:
DIME Sample ID: 2018-05-08-2
TL Number from the TL Form: L48-031-18
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 05/08/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/10/2018
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 866-3118
Structure unique identifier: PRECAST BRIDGE DECK SLABS PANELC3 26 C17CF 335
Structure name: PRECAST BRIDGE DECK SLABS PANELC3 26 C17CF 335
The fabricator/manufacturer/facility name: A A READY MIX
The concrete mix design number: SFI-LWSBS5
The truck number from where the sample was collected: 423
The batch plant ticket number from where the sample was collected: 427490
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: PRECAST BRIDGE DECK SLABS PANELC3 26 C17CF 335
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-05-08-2-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/06/2018
Date Tested: 07/03/2018
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: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
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2
|
|
Test performed
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With no density determined
|
|
Capped in accordance with?
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ASTM C617/CTM521
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Average diameter of cylinder 1
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6.02 in
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Average diameter of cylinder 2
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6.02 in
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Cross sectional area of cylinder 1
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28.46 in^2
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Cross sectional area of cylinder 2
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28.46 in^2
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Compressive strength (to nearest 10 psi)
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7790 psi
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Maximum load on cylinder 1
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224840 lb
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Maximum load on cylinder 2
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218410 lb
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Compressive strength of cylinder 1
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7900.2 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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7674.3 psi
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Type of fracture pattern of cylinder 2
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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
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1
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Age of specimen
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56 days
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Age of specimen in hours
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no data
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DIME Test ID: 2018-05-08-2-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/01/2018
Date Tested: 07/31/2018
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: 9098293029
General Comments for this Test:
Test Result Compliance:
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/CTM521
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.02 in
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
|
Compressive strength (to nearest 10 psi)
|
7790 psi
|
|
Maximum load on cylinder 1
|
218590 lb
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Maximum load on cylinder 2
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225080 lb
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Compressive strength of cylinder 1
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7680.6 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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7908.6 psi
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Type of fracture pattern of cylinder 2
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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
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1
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Age of specimen
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84 days
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Age of specimen in hours
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no data
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