Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213658 DEA: 081F9204 EFIS: 0815000059
QA Service Level: 1
DIST-CO-RTE-PM: 08--,60and86-
Work Description:
Location Description:
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606-4414
Resident Engineer: Jay Carillo Structure Rep.: Hien Vu
DIME Sample ID: 2019-06-21-7
TL Number from the TL Form: 20190621
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: 06/21/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/23/2019
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: 996-621
Structure unique identifier:
Structure name: CMS LOCATION 3
The fabricator/manufacturer/facility name: Robertsons - Cabazon
The concrete mix design number: SM450T49
The truck number from where the sample was collected: 2017
The batch plant ticket number from where the sample was collected: 4499701
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: peterson chase
A detailed description of where the material sample was collected: 2 CY
Where the material sample would have been placed if not sampled: CMS LOCATION 3
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-06-21-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/03/2019
Date Tested: 06/28/2019
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
|
28.37 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)
|
3550 psi
|
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Average diameter of cylinder 1
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6.01 in
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Average diameter of cylinder 2
|
6.01 in
|
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Compressive strength of cylinder 1
|
3542.1 psi
|
|
Compressive strength of cylinder 2
|
3549.9 psi
|
|
Maximum load on cylinder 1
|
100490 lb
|
|
Maximum load on cylinder 2
|
100710 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
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
|
|
Age of specimen
|
7 days
|
DIME Test ID: 2019-06-21-7-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/08/2019
Date Tested: 07/05/2019
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)
|
4230 psi
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.02 in
|
|
Compressive strength of cylinder 1
|
3984.0 psi
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|
Compressive strength of cylinder 2
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4470.3 psi
|
|
Maximum load on cylinder 1
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113385 lb
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Maximum load on cylinder 2
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127225 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
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
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14 days
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DIME Test ID: 2019-06-21-7-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/22/2019
Date Tested: 07/19/2019
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
|
28.65 in^2
|
|
Cross sectional area of cylinder 2
|
28.56 in^2
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Compressive strength (to nearest 10 psi)
|
5350 psi
|
|
Average diameter of cylinder 1
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6.04 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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5536.8 psi
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Compressive strength of cylinder 2
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5155.1 psi
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Maximum load on cylinder 1
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158630 lb
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Maximum load on cylinder 2
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147230 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
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
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28 days
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