Sample Record for 2017-05-19-5
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 208682 DEA: 083401U4 EFIS: 0800000609
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-138,138-6.2/6.4,2.3/R15.2
Work Description: WIDEN TO 4 LNS FR BEEKLEY RD TO JCT 15, ADD 1 LN EB FR PHELAN RD TO
Location Description: SAN BERNARDINO COUNTY ON ROUTE 138 NEAR PHELAN FROM 0.6 MILE WEST OF PHELAN ROAD TO THE JUNCTION OF ROUTE 15 AND ON ROUTE 2 FROM 0.1 MILE NORTH OF WILD HORSE CANYON ROAD TO ROUTE 138
Contractor Name: Flatiron
Contractor Address: 1770 LA COSTA MEADOWS DRIVE, SAN MARCOS CA 92078
Resident Engineer: Elvira Lenart Structure Rep.: Osama Abdalla
Sample Information
DIME Sample ID: 2017-05-19-5
TL Number from the TL Form: 519
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: 05/19/2017
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2017
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: 908-19-
Structure unique identifier: CREEK OH BRIDGE
Structure name: SHEEP CREEK OH BRIDGE DECK POUR STAGE 2
The fabricator/manufacturer/facility name: HI GRADE MATLS
Material Information
The concrete mix design number: C97339SE
The truck number from where the sample was collected: 184
The batch plant ticket number from where the sample was collected: 745167
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 3
DIME Test ID: 2017-05-19-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/26/2017
Date Tested: 05/26/2017
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: (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
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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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5.98 in
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Average diameter of cylinder 2
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6.00 in
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Cross sectional area of cylinder 1
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28.09 in^2
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Cross sectional area of cylinder 2
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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4170 psi
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Maximum load on cylinder 1
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116970 lb
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Maximum load on cylinder 2
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118160 lb
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Compressive strength of cylinder 1
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4164.1 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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4179.7 psi
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Type of fracture pattern of cylinder 2
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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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7 days
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Age of specimen in hours
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no data
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Test 2 of 3
DIME Test ID: 2017-05-19-5-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/30/2017
Date Tested: 05/30/2017
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: (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
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6.00 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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28.27 in^2
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Compressive strength (to nearest 10 psi)
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4750 psi
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Maximum load on cylinder 1
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130620 lb
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Maximum load on cylinder 2
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137710 lb
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Compressive strength of cylinder 1
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4620.4 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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4871.2 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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11 days
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Age of specimen in hours
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no data
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Test 3 of 3
DIME Test ID: 2017-05-19-5-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/16/2017
Date Tested: 06/16/2017
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: (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
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5.99 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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28.18 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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5820 psi
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Maximum load on cylinder 1
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164940 lb
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Maximum load on cylinder 2
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164200 lb
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Compressive strength of cylinder 1
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5853.1 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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5787.8 psi
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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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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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