Sample Record for 2022-06-28-19
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214663 DEA: 081F7304 EFIS: 0815000034
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215-2.7
Work Description: REPLACE CONCRETE BRIDGE, PLACE CONCRETE PCPS GIRDERS AND HMA.
Location Description: SAN BERNARDINO COUNTY IN COLTON AT WASHINGTON STREET OVERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Shaine Shahidi Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2022-06-28-19
TL Number from the TL Form: 1
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: 06/28/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/29/2022
The quantity of what the sample constitutes: 4
A brief description of the sample: 4x8
From where was the sample collected: Job Site
Laboratory sample identification: 1037-628B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons
Material Information
The concrete mix design number: 1610974
The truck number from where the sample was collected: 10076263
The batch plant ticket number from where the sample was collected: 42040323
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Abutment 3 front wall - return wall
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2022-06-28-19-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 07/13/2022
Date Tested: 07/12/2022
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
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
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12.57 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
4970 psi
|
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Average diameter of cylinder 1
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4.02 in
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Average diameter of cylinder 2
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4.00 in
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Compressive strength of cylinder 1
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4873.9 psi
|
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Compressive strength of cylinder 2
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5066.0 psi
|
|
Maximum load on cylinder 1
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61850 lb
|
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Maximum load on cylinder 2
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63680 lb
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
|
14 days
|
Test 2 of 2
DIME Test ID: 2022-06-28-19-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 07/26/2022
Date Tested: 07/26/2022
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
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
5330 psi
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Compressive strength of cylinder 1
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5272.4 psi
|
|
Compressive strength of cylinder 2
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5382.7 psi
|
|
Maximum load on cylinder 1
|
66590 lb
|
|
Maximum load on cylinder 2
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67660 lb
|
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Type of fracture pattern of cylinder 1
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2
|
|
Type of fracture pattern of cylinder 2
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1
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
28 days
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