Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 5266 DEA: 08448404 EFIS: 0800000712 COOP: 081488A1
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-91-15.6/21.6
Work Description: CONSTRUCT HOV LANES AND WIDEN BRIDGES.
Location Description: RIVERSIDE COUNTY IN RIVERSIDE FROM ADAMS STREET TO THE ROUTE 60/215 SEPARATION
Contractor Name: SEMA CONSTRUCTION INC
Contractor Address: 320 Goddard, Suite 150, , Irvine, CA 92618
Resident Engineer: Joseph Lopez Structure Rep.: Al-Hakem Alina
DIME Sample ID: 2015-10-22-9
TL Number from the TL Form: 786
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 10/22/2015
Date that the sample was received by the laboratory/organization performing the testing: 10/23/2015
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 825-86
Structure unique identifier: WALL 362
Structure name: HWY 91 EB 14ST OFF RAMP
The fabricator/manufacturer/facility name: robertsons
The concrete mix design number: RRM11057
The truck number from where the sample was collected: np
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NP
Where the material sample would have been placed if not sampled: Unknown
From Lot No.:
Bag Lot No.:
DIME Test ID: 2015-10-22-9-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/30/2015
Date Tested: 10/29/2015
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?
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ASTM C617/CTM521
|
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Average diameter of cylinder 1
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5.97 in
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Average diameter of cylinder 2
|
5.97 in
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Cross sectional area of cylinder 1
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27.99 in^2
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Cross sectional area of cylinder 2
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27.99 in^2
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Compressive strength (to nearest 10 psi)
|
3590 psi
|
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Maximum load on cylinder 1
|
100800 lb
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Maximum load on cylinder 2
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100270 lb
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Compressive strength of cylinder 1
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3601.3 psi
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Compressive strength of cylinder 2
|
3582.4 psi
|
|
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
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1
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Correction factor for cylinder 2
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no data
|
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Age of specimen
|
7 days
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Age of specimen in hours
|
no data
|
DIME Test ID: 2015-10-22-9-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/05/2015
Date Tested: 11/05/2015
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
|
5.98 in
|
|
Average diameter of cylinder 2
|
5.98 in
|
|
Cross sectional area of cylinder 1
|
28.09 in^2
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|
Cross sectional area of cylinder 2
|
28.09 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4120 psi
|
|
Maximum load on cylinder 1
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114730 lb
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Maximum load on cylinder 2
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116570 lb
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Compressive strength of cylinder 1
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4084.4 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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4149.9 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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no data
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Age of specimen
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14 days
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Age of specimen in hours
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no data
|
DIME Test ID: 2015-10-22-9-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
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
Data has not been verified.
