Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211855 DEA: 081E6504 EFIS: 0814000059
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-60-R0.0/7.5
Work Description: INSTALL DOUBLE LUMINAIRE LIGHTINGS AND UPGRADE EXISTING LIGHTINGS
Location Description: RIVERSIDE COUNTY FROM SAN BERNARDINO COUNTY LINE TO VALLEY WAY UNDERCROSSING
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Miguel Calixto Structure Rep.: Unknown
DIME Sample ID: 2017-12-22-15
TL Number from the TL Form: 015 917
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: 12/22/2017
Date that the sample was received by the laboratory/organization performing the testing: 12/27/2017
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete 6 x 12
From where was the sample collected: Job Site
Laboratory sample identification: 970-917
Structure unique identifier: LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 260 PLUS 36
Structure name: LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 260 PLUS 36
The fabricator/manufacturer/facility name: CEMEX
The concrete mix design number: 1518590
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 41299516
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 260 PLUS 36
Where the material sample would have been placed if not sampled: LUMINAIRE CIDH PILE FOUNDATION AT THE MEDIAN STA 260 PLUS 36
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2017-12-22-15-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/29/2017
Date Tested: 12/29/2017
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
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|
Test performed
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With no density determined
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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
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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)
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3060 psi
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Maximum load on cylinder 1
|
86230 lb
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Maximum load on cylinder 2
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87230 lb
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Compressive strength of cylinder 1
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3050.2 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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3074.7 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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DIME Test ID: 2017-12-22-15-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/19/2018
Date Tested: 01/19/2018
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: 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
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3990 psi
|
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Maximum load on cylinder 1
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110600 lb
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Maximum load on cylinder 2
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114720 lb
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Compressive strength of cylinder 1
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3912.3 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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4058.0 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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28 days
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Age of specimen in hours
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no data
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