Sample Record for 2018-05-17-14
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 209694 DEA: 080J0704 EFIS: 0800000282
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-0.6/1.7
Work Description: (Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location Description: Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
Contractor Name: Myers / Rados-Southern California Jobsite Office
Contractor Address: 12210 Michigan St., Suite D, Grand Terrace, CA 92313
Resident Engineer: Fereydoon Alipanah Structure Rep.: Tim Flores
Sample Information
DIME Sample ID: 2018-05-17-14
TL Number from the TL Form: 975-0517
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: 05/17/2018
Date that the sample was received by the laboratory/organization performing the testing: 05/23/2018
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 975-0517
Structure unique identifier: I 215 BARTON INTERCHAGE PROJECT ABTMENT 4 RIGHT STAGE1
Structure name: I 215 BARTON INTERCHAGE PROJECT ABTMENT 4 RIGHT STAGE1
The fabricator/manufacturer/facility name: ROBERTSON CORONA
Material Information
The concrete mix design number: SC590B38
The truck number from where the sample was collected: 719
The batch plant ticket number from where the sample was collected: 3640060
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: MYERS
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 3
DIME Test ID: 2018-05-17-14-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/25/2018
Date Tested: 05/24/2018
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
|
|
Capped in accordance with?
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ASTM C617/CTM521
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|
Average diameter of cylinder 1
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6.00 in
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Average diameter of cylinder 2
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6.01 in
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Cross sectional area of cylinder 1
|
28.27 in^2
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|
Cross sectional area of cylinder 2
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28.37 in^2
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Compressive strength (to nearest 10 psi)
|
2690 psi
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Maximum load on cylinder 1
|
74810 lb
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Maximum load on cylinder 2
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77480 lb
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Compressive strength of cylinder 1
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2646.3 psi
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|
Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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2731.1 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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7 days
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Age of specimen in hours
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no data
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Test 2 of 3
DIME Test ID: 2018-05-17-14-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/08/2018
Date Tested: 06/07/2018
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
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3840 psi
|
|
Maximum load on cylinder 1
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113580 lb
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Maximum load on cylinder 2
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104070 lb
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Compressive strength of cylinder 1
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4003.5 psi
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Type of fracture pattern of cylinder 1
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2
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|
Compressive strength of cylinder 2
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3668.3 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)
|
no data
|
|
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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21 days
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Age of specimen in hours
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no data
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Test 3 of 3
DIME Test ID: 2018-05-17-14-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/15/2018
Date Tested: 06/14/2018
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
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4230 psi
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Maximum load on cylinder 1
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119620 lb
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Maximum load on cylinder 2
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119690 lb
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Compressive strength of cylinder 1
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4216.4 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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4233.8 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)
|
no data
|
|
Correction factor for cylinder 1
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1
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|
Correction factor for cylinder 2
|
1
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|
Age of specimen
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28 days
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|
Age of specimen in hours
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no data
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