Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994140 DEA: 09389905 EFIS: 0921000017 MINOR: 09A0887
QA Service Level: 1
DIST-CO-RTE-PM: 09--57-13
Work Description: At the Mojave Highway Maintenance Station, construct new area lighting including but not limited to light pole, foundation and electrical components.
Location Description:
Contractor Name: LEE WILSON ELECTRIC COMPANY INC
Contractor Address: PO Box 250, Arroyo Grande, Ca 93420
Resident Engineer: Hindrawan Hartanto Structure Rep.: Alex Naime
DIME Sample ID: 2023-04-06-20
TL Number from the TL Form: 1049-406
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: 04/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/06/2023
The quantity of what the sample constitutes: 6
A brief description of the sample: 4x8 Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1049-406
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Holliday Rock
The concrete mix design number: 3F36L001
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Not Provided
Concrete batch plant: Holliday Rock
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Light Pole Pull Box 5
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-04-06-20-1
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: 05/11/2023
Date Tested: 05/04/2023
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: 9098293029
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
|
|
Test performed
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With no density determined
|
|
Cross sectional area of cylinder 1
|
12.63 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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12.57 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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3880 psi
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Average diameter of cylinder 1
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4.01 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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3945.4 psi
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Compressive strength of cylinder 2
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3807.5 psi
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Average diameter of cylinder 3
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4.00 in
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Compressive strength of cylinder 3
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3891.4 psi
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|
Maximum load on cylinder 1
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49830 lb
|
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Maximum load on cylinder 2
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47860 lb
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Maximum load on cylinder 3
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48915 lb
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Type of fracture pattern of cylinder 1
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5
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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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28 days
|
DIME Test ID: 2023-04-06-20-3
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: 06/28/2023
Date Tested: 06/01/2023
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: 9098293029
General Comments for this Test: C/O Matthew Clayton: please break remaining cylinders on hold at 56 days. Thank you.
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
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
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4300 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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4288.8 psi
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Compressive strength of cylinder 2
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4180.6 psi
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Average diameter of cylinder 3
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4.00 in
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Compressive strength of cylinder 3
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4442.3 psi
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Maximum load on cylinder 1
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53910 lb
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Maximum load on cylinder 2
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52550 lb
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Maximum load on cylinder 3
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55840 lb
|
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Type of fracture pattern of cylinder 1
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1
|
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Type of fracture pattern of cylinder 2
|
1
|
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Type of fracture pattern of cylinder 3
|
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
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56 days
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