Sample Record for 2024-05-28-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994872 DEA: 060X1604 EFIS: 0618000183
QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-58-R64.4/67.3
Work Description: HMA (TYPE A), RHMA-G, JPCP, CRCP & HIGH SPEED WEIGH-IN-MOTION SYSTEM.
Location Description: KERN COUNTY NEAR EDISON FROM 0.2 MILE WEST OF TEJON HIGHWAY OVERCROSSING TO CALIENTE CREEK BRIDGE
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Mandeep Chahal Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-05-28-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 05/28/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/28/2024
The quantity of what the sample constitutes: 30 CY
A brief description of the sample: JPCP
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Holiday Rock - Bakersfield
Material Information
The concrete mix design number: 3FSH001
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 3
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.:
Test Results
Test 1 of 6
DIME Test ID: 2024-05-28-1-1
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 05/28/2024
Date Tested: 05/28/2024
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: complies
Additional Comments When Verified:
Test 2 of 6
DIME Test ID: 2024-05-28-1-2
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 05/28/2024
Date Tested: 05/28/2024
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:
Additional Comments When Verified:
|
Unit weight of the concrete
|
147.28 lb/ft^3
|
|
Volume of the concrete
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9.897 yd^3
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Cement content
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599.171 lb/yd^3
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Test 3 of 6
DIME Test ID: 2024-05-28-1-3
Test Method: CTM 533-June 2010: Method of Test for Ball Penetration in Fresh Portland Cement Concrete
Verified Date: 05/28/2024
Date Tested: 05/28/2024
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:
Additional Comments When Verified:
|
Ball penetration in freshly mixed concrete (average)
|
1.75 inch
|
Test 4 of 6
DIME Test ID: 2024-05-28-1-4
Test Method: CTM 557-July 2012: Method of Test for Temperature of Freshly Mixed Portland Cement Concrete
Verified Date: 05/28/2024
Date Tested: 05/28/2024
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: complies
Additional Comments When Verified:
|
Temperature of the freshly mixed concrete
|
79 F
|
Test 5 of 6
DIME Test ID: 2024-05-28-1-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/12/2024
Date Tested: 07/09/2024
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: 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
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3.99 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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3.99 in
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|
Cross sectional area of cylinder 1
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12.5 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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12.5 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6140 psi
|
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Maximum load on cylinder 1
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74100 lb
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Maximum load on cylinder 2
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79950 lb
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|
Maximum load on cylinder 3
|
76490 lb
|
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Compressive strength of cylinder 1
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5928.0 psi
|
|
Type of fracture pattern of cylinder 1
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4
|
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Compressive strength of cylinder 2
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6360.4 psi
|
|
Compressive strength of cylinder 3
|
6119.2 psi
|
|
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
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42 days
|
|
Age of specimen in hours
|
no data0 hours
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Test 6 of 6
DIME Test ID: 2024-05-28-1-6
Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete
Verified Date: 07/12/2024
Date Tested: 07/09/2024
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: complies
Additional Comments When Verified:
|
Number of specimens
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3
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|
Unit system used?
|
US Units
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|
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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725 psi
|
|
Modulus of rupture
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700 psi
|
|
Modulus of rupture 2
|
755 psi
|
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Modulus of rupture 3
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720 psi
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Age of specimen
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42 days
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