Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213745 DEA: 080Q1204 EFIS: 0800020125
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-99.5-100.9
Work Description: WIDEN ROADBED AND CONSTRUCT RAISED CURB MEDIAN
Location Description: SAN BERNARDINO COUNTY FROM COBALT ROAD TO ROUTE 395
Contractor Name: Ortiz Enterprise, Inc
Contractor Address: 6 Cushing Suite 200, Irvine, CA 92618
Resident Engineer: Peter Koury Structure Rep.: Leonard Romero
DIME Sample ID: 2019-07-01-7
TL Number from the TL Form: 20190701
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: 07/01/2019
Date that the sample was received by the laboratory/organization performing the testing: 07/05/2019
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: 997-701
Structure unique identifier:
Structure name: Drainage system 3 outlet North
The fabricator/manufacturer/facility name: robertsons
The concrete mix design number: SC590B38
The truck number from where the sample was collected: 1198
The batch plant ticket number from where the sample was collected: 8B66396
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: ortiz enterizes inc
A detailed description of where the material sample was collected: 15 cy
Where the material sample would have been placed if not sampled: Drainage system 3 outlet North
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-07-01-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/15/2019
Date Tested: 07/08/2019
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: 9098293029
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
|
|
Test performed
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With no density determined
|
|
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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28.56 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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2510 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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6.03 in
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Compressive strength of cylinder 1
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2873.6 psi
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Compressive strength of cylinder 2
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2151.3 psi
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Maximum load on cylinder 1
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82070 lb
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Maximum load on cylinder 2
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61440 lb
|
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Type of fracture pattern of cylinder 1
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2
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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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DIME Test ID: 2019-07-01-7-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 08/01/2019
Date Tested: 07/29/2019
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: 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
|
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
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4240 psi
|
|
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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Compressive strength of cylinder 1
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4223.1 psi
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Compressive strength of cylinder 2
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4262.1 psi
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Maximum load on cylinder 1
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120190 lb
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Maximum load on cylinder 2
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121300 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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28 days
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