Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 3825 DEA: 07138204 EFIS: 0700000142
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-47,103-3.5/4.6,0.0/1.1
Work Description: REPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location Description: LOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
Contractor Name: M C M CONSTRUCTION INC
Contractor Address: P O BOX 620, NORTH HIGHLANDS, CA 95660
Resident Engineer: Daniel Leon Structure Rep.: Andy Chen
DIME Sample ID: 2018-10-16-19
TL Number from the TL Form: 1016
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: 10/16/2018
Date that the sample was received by the laboratory/organization performing the testing: 10/19/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 816-1016
Structure unique identifier: jsa abutment 1 SB deck plates
Structure name: jsa abutment 1 SB deck plates
The fabricator/manufacturer/facility name: NATIONAL READY MIX
The concrete mix design number: S85156
The truck number from where the sample was collected: 462
The batch plant ticket number from where the sample was collected: 180745
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: MCM
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled: jsa abutment 1 SB deck plates
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-10-16-19-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 11/14/2018
Date Tested: 11/13/2018
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: (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
|
2
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|
Test performed
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With no density determined
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|
Cross sectional area of cylinder 1
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28.27 in^2
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Cross sectional area of cylinder 2
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28.46 in^2
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Capped in accordance with?
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ASTM C617/CTM521
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Compressive strength (to nearest 10 psi)
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5450 psi
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Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.02 in
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Compressive strength of cylinder 1
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5344.9 psi
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Compressive strength of cylinder 2
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5560.4 psi
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Maximum load on cylinder 1
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151100 lb
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Maximum load on cylinder 2
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158250 lb
|
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Type of fracture pattern of cylinder 1
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4
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Type of fracture pattern of cylinder 2
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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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Age of specimen
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28 days
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DIME Test ID: 2018-10-16-19-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 11/28/2018
Date Tested: 11/27/2018
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: (909) 829-3029
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
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
6470 psi
|
|
Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.00 in
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Compressive strength of cylinder 1
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6475.4 psi
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Compressive strength of cylinder 2
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6465.5 psi
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Maximum load on cylinder 1
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183060 lb
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Maximum load on cylinder 2
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182780 lb
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Type of fracture pattern of cylinder 1
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3
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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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42 days
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