Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 209695 DEA: 08347704 EFIS: 0800000616
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-SR-58-0/12.9
Work Description: (Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location Description: SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Contractor Name: KIEWIT INFRASTRUCTURE WEST CO.
Contractor Address: 2215 E 1ST STREET, VANCOUVER, WA 98661
Resident Engineer: Shaine Shahidi Structure Rep.: Osama Abdalla
DIME Sample ID: 2019-02-25-5
TL Number from the TL Form: 1-2-25-19
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: 02/25/2019
Date that the sample was received by the laboratory/organization performing the testing: 02/26/2019
The quantity of what the sample constitutes: 2
A brief description of the sample: Lean Concrete Base
From where was the sample collected: Fabricator
Laboratory sample identification: 976-225
Structure unique identifier: R1 Line WB On Ramp
Structure name: R1 Line WB On Ramp
The fabricator/manufacturer/facility name: Kiewit Infrastructure West
The concrete mix design number: LB18-0031
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 13758
Concrete batch plant: Kiewit
The fabricator/manufacturer designation for the sample: Kiewit PLant
A detailed description of where the material sample was collected: 30 CY
Where the material sample would have been placed if not sampled: R1 Line WB On Ramp
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-02-25-5-1
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: 03/04/2019
Date Tested: 03/04/2019
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
|
28.37 in^2
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|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
480 psi
|
|
Average diameter of cylinder 1
|
6.01 in
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Average diameter of cylinder 2
|
6.01 in
|
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Compressive strength of cylinder 1
|
507.9 psi
|
|
Compressive strength of cylinder 2
|
444.1 psi
|
|
Maximum load on cylinder 1
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14410 lb
|
|
Maximum load on cylinder 2
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12600 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
|
1
|
|
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
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
|
7 days
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DIME Test ID: 2019-02-25-5-2
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: 03/11/2019
Date Tested: 03/11/2019
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
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
560 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
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574.2 psi
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Compressive strength of cylinder 2
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550.2 psi
|
|
Maximum load on cylinder 1
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16290 lb
|
|
Maximum load on cylinder 2
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15610 lb
|
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Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
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14 days
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