Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215691 DEA: 09377104 EFIS: 0918000041
QA Service Level: 1
DIST-CO-RTE-PM: 09-KER-5713,5755-
Work Description: REMODEL MAINTENANCE STATION AND RELOCATE FUEL TANK.
Location Description: KERN COUNTY AT MOJAVE AT THE MOJAVE SPECIAL CREWS BUILDING AT 1365 BUSINESS ROUTE 58 AND AT THE MOJAVE MAINTENANCE STATION AT 2211 NADEAU STREET
Contractor Name: RE COM DEVELOPMENT COMPANY
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Alex Naime
DIME Sample ID: 2023-03-27-22
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: 03/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/28/2023
The quantity of what the sample constitutes: 1 1/2 CY
A brief description of the sample: Mix Design 3F40L003
From where was the sample collected: Job Site
Laboratory sample identification: D9
Structure unique identifier: 09-377104
Structure name: Mojave Special Crews Building
The fabricator/manufacturer/facility name: Holliday Rock, Tehachapi Ca.
The concrete mix design number: 3F40L003
The truck number from where the sample was collected: 813
The batch plant ticket number from where the sample was collected: 112029950
Concrete batch plant: Holliday Rock Company
The fabricator/manufacturer designation for the sample: Batch Plant
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled: north concrete curb
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-03-27-22-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/11/2023
Date Tested: 05/24/2023
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: taken from curb at wall doorway of room 10
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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Capped in accordance with?
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no data
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Apparent mass of submerged cylinder 1
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1 lb
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Average diameter of cylinder 1
|
4.00 in
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Average diameter of cylinder 2
|
4.00 in
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Average diameter of cylinder 3
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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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4040 psi
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Maximum load on cylinder 1
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51655 lb
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Maximum load on cylinder 2
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50845 lb
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Maximum load on cylinder 3
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49835 lb
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Compressive strength of cylinder 1
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4110.0 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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4040.0 psi
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Compressive strength of cylinder 3
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3960 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
|
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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56 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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no data
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DIME Test ID: 2023-03-27-22-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/03/2023
Date Tested: 04/24/2023
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: 3 at 28 and 3 on hold
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
|
0 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
|
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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3510 psi
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Maximum load on cylinder 1
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43440 lb
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Maximum load on cylinder 2
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45080 lb
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Maximum load on cylinder 3
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43920 lb
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Compressive strength of cylinder 1
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3455.8 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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3586.3 psi
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Compressive strength of cylinder 3
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3494 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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no data
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