Sample Record for 2015-12-15-3
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: 2015-12-15-3
TL Number from the TL Form: 04
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: 12/15/2015
Date that the sample was received by the laboratory/organization performing the testing: 12/17/2015
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: 908-04
Structure unique identifier: ds 29 deck pour
Structure name: hwy 138 sta 250 26 11
The fabricator/manufacturer/facility name: HI GRADE
Material Information
The concrete mix design number: siti72a
The truck number from where the sample was collected: np
The batch plant ticket number from where the sample was collected: 714457
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.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2015-12-15-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/22/2015
Date Tested: 12/22/2015
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
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|
Capped in accordance with?
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ASTM C617/CTM521
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|
Average diameter of cylinder 1
|
5.97 in
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Average diameter of cylinder 2
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5.97 in
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Cross sectional area of cylinder 1
|
27.99 in^2
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|
Cross sectional area of cylinder 2
|
27.99 in^2
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|
Compressive strength (to nearest 10 psi)
|
1650 psi
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Maximum load on cylinder 1
|
47450 lb
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Maximum load on cylinder 2
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45030 lb
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Compressive strength of cylinder 1
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1695.2 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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1608.8 psi
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Type of fracture pattern of cylinder 2
|
1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
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
|
no data
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Test 2 of 3
DIME Test ID: 2015-12-15-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/29/2015
Date Tested: 12/29/2015
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?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
5.97 in
|
|
Average diameter of cylinder 2
|
5.97 in
|
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
|
Compressive strength (to nearest 10 psi)
|
1850 psi
|
|
Maximum load on cylinder 1
|
54430 lb
|
|
Maximum load on cylinder 2
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49310 lb
|
|
Compressive strength of cylinder 1
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1944.6 psi
|
|
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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1761.7 psi
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Type of fracture pattern of cylinder 2
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3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
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
|
no data
|
Test 3 of 3
DIME Test ID: 2015-12-15-3-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/12/2016
Date Tested: 01/12/2016
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: 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
|
5.97 in
|
|
Average diameter of cylinder 2
|
5.97 in
|
|
Cross sectional area of cylinder 1
|
27.99 in^2
|
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
|
Compressive strength (to nearest 10 psi)
|
2100 psi
|
|
Maximum load on cylinder 1
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57480 lb
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Maximum load on cylinder 2
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60320 lb
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Compressive strength of cylinder 1
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2053.6 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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2155.1 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)
|
no data
|
|
Correction factor for cylinder 1
|
1
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|
Correction factor for cylinder 2
|
no data
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data
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