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: 2023-08-23-61
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 08/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2023
The quantity of what the sample constitutes: 12 PCC 4x8 Cylinders
A brief description of the sample: Structural PCC
From where was the sample collected: Job Site
Laboratory sample identification: PCC-01
Structure unique identifier:
Structure name: CMS LOC 2
The fabricator/manufacturer/facility name: Mammoth ready mix
The concrete mix design number: 1304-18-25A
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Truck 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Middle of Truck 1
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-08-23-61-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/30/2023
Date Tested: 08/30/2023
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: 7 Day Break
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
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
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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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Average diameter of cylinder 3
|
4.00 in
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Cross sectional area of cylinder 1
|
0 in^2
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Cross sectional area of cylinder 2
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0 in^2
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Cross sectional area of cylinder 3
|
0 in^2
|
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Compressive strength (to nearest 10 psi)
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0 psi
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|
Maximum load on cylinder 1
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37590 lb
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Maximum load on cylinder 2
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38590 lb
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Maximum load on cylinder 3
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40220 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
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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
|
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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7 days
|
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Age of specimen in hours
|
0 hours
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DIME Test ID: 2023-08-23-61-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/20/2023
Date Tested: 09/20/2023
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: 28 Day Break
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?
|
ASTM C617 - Sulfur Mortar Cap
|
|
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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4410 psi
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Maximum load on cylinder 1
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55290 lb
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Maximum load on cylinder 2
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54625 lb
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Maximum load on cylinder 3
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56410 lb
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Compressive strength of cylinder 1
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4398.6 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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4345.7 psi
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Compressive strength of cylinder 3
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4487.7 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
|
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
|
1
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|
Correction factor for cylinder 2
|
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
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Age of specimen in hours
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0 hours
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