Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993685 DEA: 09382304 EFIS: 0919000038
QA Service Level: 1
DIST-CO-RTE-PM: 09-KER,MNO-395-Var
Work Description: FURNISH AND INSTALL SIGN STRUCTURE (TRUSS); AND PLACE AND MODIFY CMS.
Location Description: KERN AND MONO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: ALFARO COMMUNICATIONS CONSTRUCTION, INC.
Contractor Address: 15614 S Atlantic Ave, Compton, CA 90221
Resident Engineer: Monty Navarro Structure Rep.: Derek Armon
DIME Sample ID: 2023-10-12-25
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2023
The quantity of what the sample constitutes: 20 cubic yards
A brief description of the sample: 5000 Psi Mix
From where was the sample collected: Job Site
Laboratory sample identification: Conc-01
Structure unique identifier:
Structure name: CMS Foundation
The fabricator/manufacturer/facility name: Mammoth Ready Mix
The concrete mix design number: 1304.18.25.A
The truck number from where the sample was collected: 74
The batch plant ticket number from where the sample was collected: 55958
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CMS Foundation Upper 10 feet
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-10-12-25-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/19/2023
Date Tested: 10/19/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: PCC-01
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
|
US Units
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|
Number of specimens
|
2
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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
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Apparent mass of submerged cylinder 1
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3.5 lb
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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
|
4.00 in
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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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Compressive strength (to nearest 10 psi)
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1880 psi
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Maximum load on cylinder 1
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23410 lb
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Maximum load on cylinder 2
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23800 lb
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Compressive strength of cylinder 1
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1860.0 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
|
1890.0 psi
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Type of fracture pattern of cylinder 2
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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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1.00
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Correction factor for cylinder 2
|
1.00
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Age of specimen
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7 days
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Age of specimen in hours
|
0 hours
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|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2023-10-12-25-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/13/2023
Date Tested: 11/09/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test:
Test Result Compliance: does not comply
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
|
3.5 lb
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
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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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12.57 in^2
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Compressive strength (to nearest 10 psi)
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3420 psi
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Maximum load on cylinder 1
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49960 lb
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Maximum load on cylinder 2
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42100 lb
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Maximum load on cylinder 3
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37020 lb
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Compressive strength of cylinder 1
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3970.0 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
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3350.0 psi
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Compressive strength of cylinder 3
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2950 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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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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1.00
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Correction factor for cylinder 2
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1.00
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Correction factor for cylinder 3
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1.00
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Age of specimen
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0 days
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Age of specimen in hours
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0 hours
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Serial number of delivery ticket, if available
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PCC-01
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DIME Test ID: 2023-10-12-25-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/28/2023
Date Tested: 11/27/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: PCC-01
Test Result Compliance: complies
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
|
3.5 lb
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
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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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12.57 in^2
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|
Compressive strength (to nearest 10 psi)
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4190 psi
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Maximum load on cylinder 1
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52650 lb
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Maximum load on cylinder 2
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51660 lb
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Maximum load on cylinder 3
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53780 lb
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Compressive strength of cylinder 1
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4190.0 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
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4110.0 psi
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|
Compressive strength of cylinder 3
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4280 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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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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1.00
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Correction factor for cylinder 2
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1.00
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Correction factor for cylinder 3
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1.00
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Age of specimen
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46 days
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Age of specimen in hours
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0 hours
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|
Serial number of delivery ticket, if available
|
no data
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