Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993834 DEA: 081N0304 EFIS: 0822000082
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-179.4
Work Description: MONUMENT SIGN AESTHETICS.
Location Description: SAN BERNARDINO COUNTY NEAR PRIMM AT CALIFORNIA AGRICULTURAL INSPECTION STATION
Contractor Name: Bowe Contractors, Inc
Contractor Address: Unknown
Resident Engineer: DAVID BENSON Structure Rep.: Unknown
DIME Sample ID: 2023-09-11-41
TL Number from the TL Form: 081N030420230911
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: 09/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2023
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: 1052-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Gunner Concrete
The concrete mix design number: 144
The truck number from where the sample was collected: 22 05
The batch plant ticket number from where the sample was collected: Not Provided
Concrete batch plant: Gunner
The fabricator/manufacturer designation for the sample: Gunner Concrete
A detailed description of where the material sample was collected: Monument Sign Foundation
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-09-11-41-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/11/2023
Date Tested: 10/09/2023
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
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|
Number of specimens
|
3
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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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no data
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
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|
Average diameter of cylinder 1
|
4.01 in
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Average diameter of cylinder 2
|
4.01 in
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Average diameter of cylinder 3
|
4.00 in
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Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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1680 psi
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Maximum load on cylinder 1
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21340 lb
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Maximum load on cylinder 2
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21320 lb
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Maximum load on cylinder 3
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20875 lb
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Compressive strength of cylinder 1
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1690.0 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
|
1690.0 psi
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|
Compressive strength of cylinder 3
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1660 psi
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Type of fracture pattern of cylinder 2
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1
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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
|
1
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Correction factor for cylinder 3
|
1
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Age of specimen
|
28 days
|
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Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2023-09-11-41-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/11/2023
Date Tested: 09/27/2023
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
|
|
Capped in accordance with?
|
no data
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
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12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
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12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
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1220 psi
|
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Maximum load on cylinder 1
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15100 lb
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Maximum load on cylinder 2
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15930 lb
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Maximum load on cylinder 3
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15220 lb
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Compressive strength of cylinder 1
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1200.0 psi
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Compressive strength of cylinder 2
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1260.0 psi
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|
Compressive strength of cylinder 3
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1210 psi
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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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16 days
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Age of specimen in hours
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no data0 hours
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|
Serial number of delivery ticket, if available
|
no data
|
