Sample Record for 2023-05-24-24
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994068 DEA: 081C7204 EFIS: 0813000003
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R96.1/R124.3
Work Description: IMPORTED BORROW, SHOULDER BACKING, AND STRUCTURAL CONCRETE.
Location Description: SAN BERNARDINO ABOUT 22 MILES NORTHEAST OF BARSTOW AT VARIOUS LOCATIONS FROM 0.3 MILE SOUTH OF HARVARD ROAD OVERCROSSING TO 0.1 MILE NORTH OF RASOR ROAD OVERCROSSING
Contractor Name: SKANSKA USA CIVIL
Contractor Address: 1995 AGUA MANSA RD, RIVERSIDE, CA 92509
Resident Engineer: Thanh Pham Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-05-24-24
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 Assurance
Type of Material: Concrete
Sample Taken Date: 05/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/25/2023
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1047-524
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons
Material Information
The concrete mix design number: SC590B38
The truck number from where the sample was collected: 2127
The batch plant ticket number from where the sample was collected: 7421328
Concrete batch plant: Robertson Ready Mix Barstow
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Box Culvert Construction on the Freeway Median Drainage System 14 to 19 walls roof and parapet
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: 2023-05-24-24-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 06/28/2023
Date Tested: 05/31/2023
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:
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Unit system used?
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US Units
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Number of specimens
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3
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Test performed
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With no density determined
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.5 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength (to nearest 10 psi)
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3540 psi
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Average diameter of cylinder 1
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4.00 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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3497.2 psi
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Compressive strength of cylinder 2
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3530.6 psi
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Average diameter of cylinder 3
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3.99 in
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Compressive strength of cylinder 3
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3601.6 psi
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Maximum load on cylinder 1
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43960 lb
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Maximum load on cylinder 2
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44380 lb
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Maximum load on cylinder 3
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45020 lb
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Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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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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1
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Correction factor for cylinder 3
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1
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Age of specimen
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7 days
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Test 2 of 2
DIME Test ID: 2023-05-24-24-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 07/05/2023
Date Tested: 07/05/2023
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
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
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12.57 in^2
|
|
Cross sectional area of cylinder 2
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12.57 in^2
|
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Cross sectional area of cylinder 3
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12.63 in^2
|
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Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
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5180 psi
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Average diameter of cylinder 1
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4.00 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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5305.5 psi
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Compressive strength of cylinder 2
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4996.8 psi
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Average diameter of cylinder 3
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4.01 in
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Compressive strength of cylinder 3
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5225.7 psi
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Maximum load on cylinder 1
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66690 lb
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Maximum load on cylinder 2
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62810 lb
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Maximum load on cylinder 3
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66000 lb
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Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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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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1
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Correction factor for cylinder 3
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1
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Age of specimen
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42 days
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