Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995240 DEA: 060X3804 EFIS: 0618000060
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-166-0.0/10.2
Work Description: COLD PLANE, PLACE HMA AND CONCRETE PAVEMENT, MODIFY DRAINAGE SYSTEM.
Location Description: KERN COUNTY IN AND NEAR MARICOPA FROM SOUTH JUNCTION ROUTE 33 TO 2.3 MILES WEST OF SAN EMIGDIO CREEK BRIDGE
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Joy Denny Structure Rep.: Travis Landis
DIME Sample ID: 2024-06-17-144
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 06/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2024
The quantity of what the sample constitutes: 0 - 1000 CY
A brief description of the sample: beams and cylinder
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith construction
The concrete mix design number: 3F5FH001
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-06-17-144-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/05/2024
Date Tested: 07/29/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: does not comply
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
|
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Capped in accordance with?
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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
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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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5370 psi
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Maximum load on cylinder 1
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68060 lb
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Maximum load on cylinder 2
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66980 lb
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Maximum load on cylinder 3
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67550 lb
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Compressive strength of cylinder 1
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5414.5 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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5328.6 psi
|
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Compressive strength of cylinder 3
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5373.9 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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4
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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
|
42 days
|
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Age of specimen in hours
|
no data0 hours
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DIME Test ID: 2024-06-17-144-2
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 08/05/2024
Date Tested: 07/29/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Number of specimens
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3
|
|
Unit system used?
|
US Units
|
|
Does the testing machine measure load or stress on the beam specimen?
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Load
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Fracture initiates in the tension surface
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Within the Middle Third of the Span Length
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Is a beam dimensional correction factor used?
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No
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Modulus of rupture average
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625 psi
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Modulus of rupture
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625 psi
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Modulus of rupture 2
|
620 psi
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Modulus of rupture 3
|
625 psi
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Age of specimen
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42 days
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