Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211068 DEA: 080N5504 EFIS: 0800020102
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R105.2/R106.5
Work Description: REPLACE THE LEFT WATSON WASH BRIDGE N0. 0805L
Location Description:
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Darcy Davis Structure Rep.: Leonard Romero
DIME Sample ID: 2016-11-03-9
TL Number from the TL Form: SRL5
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: 11/03/2016
Date that the sample was received by the laboratory/organization performing the testing: 11/07/2016
The quantity of what the sample constitutes: 4
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 947-SRL 5
Structure unique identifier: WATSON WASH BRIDGE
Structure name: PIER 6 CIDH
The fabricator/manufacturer/facility name: CEMEX
The concrete mix design number: NP
The truck number from where the sample was collected: 35842
The batch plant ticket number from where the sample was collected: 44313084
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: LOAD 3
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2016-11-03-9-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/28/2016
Date Tested: 11/24/2016
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
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|
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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6.03 in
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Average diameter of cylinder 2
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6.02 in
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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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28.46 in^2
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Compressive strength (to nearest 10 psi)
|
4640 psi
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Maximum load on cylinder 1
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1 lb
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Maximum load on cylinder 2
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131480 lb
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Compressive strength of cylinder 1
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4650.9 psi
|
|
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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4619.8 psi
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Type of fracture pattern of cylinder 2
|
3
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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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22 days
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Age of specimen in hours
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no data
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DIME Test ID: 2016-11-03-9-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/02/2016
Date Tested: 12/01/2016
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
|
6.00 in
|
|
Average diameter of cylinder 2
|
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)
|
5130 psi
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Maximum load on cylinder 1
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143410 lb
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Maximum load on cylinder 2
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146910 lb
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Compressive strength of cylinder 1
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5072.9 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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5178.4 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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28 days
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Age of specimen in hours
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no data
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