Sample Record for 2020-04-30-12
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213764 DEA: 080F0304 EFIS: 0800020358
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-60-R0.7/R3.0
Work Description: REMOVE AND REPLACE THREE OVERCROSSING BRIDGES ON ROUTE 60
Location Description: IN SAN BERNARDINO COUNTY IN AND NEAR CHINO AT VARIOUS LOCATIONS FROM O.1 MILE WEST OF PIPELINE AVENUE OVERCROSSING TO 0.1 MILE EAST OF BENSON AVENUE OVERCROSSING
Contractor Name: SEMA CONSTRUCTION, INC.
Contractor Address: 42690 Rio Nedo, Suite G, Temecula, CA 92590
Resident Engineer: Joseph Lopez Structure Rep.: Rodrigo Santa Cruz
Sample Information
DIME Sample ID: 2020-04-30-12
TL Number from the TL Form:
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: 04/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/04/2020
The quantity of what the sample constitutes: 4 concrete cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1003-30
Structure unique identifier:
Structure name: Pipeline Ave OC 24 CIDH Pile at Abutment 3
The fabricator/manufacturer/facility name: Robertsons Pomona
Material Information
The concrete mix design number: RRM18086
The truck number from where the sample was collected: 1618
The batch plant ticket number from where the sample was collected: 5089861
Concrete batch plant: Robertsons Pomona
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Chute placement at 45 cubic yards
Where the material sample would have been placed if not sampled: Pipeline Ave OC 24 CIDH Pile at Abutment 3
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 2
DIME Test ID: 2020-04-30-12-1
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: 05/07/2020
Date Tested: 05/07/2020
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?
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US Units
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|
Number of specimens
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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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28.56 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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2410 psi
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Average diameter of cylinder 1
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6.03 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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2242.1 psi
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Compressive strength of cylinder 2
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2586.1 psi
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Maximum load on cylinder 1
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64035 lb
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Maximum load on cylinder 2
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73600 lb
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Type of fracture pattern of cylinder 1
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1
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Type of fracture pattern of cylinder 2
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1
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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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7 days
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Test 2 of 2
DIME Test ID: 2020-04-30-12-2
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: 05/28/2020
Date Tested: 05/28/2020
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
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28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
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3740 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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6.01 in
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Compressive strength of cylinder 1
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3799.1 psi
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Compressive strength of cylinder 2
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3673.2 psi
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Maximum load on cylinder 1
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107400 lb
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Maximum load on cylinder 2
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104210 lb
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Type of fracture pattern of cylinder 1
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1
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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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