Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000751 DEA: 060Y1704 EFIS: 0619000004
QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-0.0/15.5
Work Description: COLD PLANE AC PVMT, OVERLAY HMA AND RHMA.
Location Description: KINGS COUNTY NEAR KETTLEMAN CITY FROM THE KERN COUNTY LINE TO 0.8 MILE SOUTH OF ROUTE 5
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: Unknown
Resident Engineer: Oscar Sherrill Structure Rep.: Ramandeep Guraya
DIME Sample ID: 2025-05-30-17
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 05/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2025
The quantity of what the sample constitutes: 8 cy
A brief description of the sample: Type II-V Cement
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 45-0036
Structure name: Barrier Rail Transition
The fabricator/manufacturer/facility name: Calportland Lemoor
The concrete mix design number: 163457
The truck number from where the sample was collected: 0697
The batch plant ticket number from where the sample was collected: 239741
Concrete batch plant: Lemoore Plant
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled: Barrier Rail Transition (Wall)
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-05-30-17-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/09/2025
Date Tested: 06/06/2025
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
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Unit system used?
|
US Units
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|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
|
4.02 in
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Average diameter of cylinder 2
|
4.01 in
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Average diameter of cylinder 3
|
4.01 in
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|
Cross sectional area of cylinder 1
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12.69 in^2
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Cross sectional area of cylinder 2
|
12.63 in^2
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Cross sectional area of cylinder 3
|
12.63 in^2
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Compressive strength (to nearest 10 psi)
|
3390 psi
|
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Maximum load on cylinder 1
|
45080 lb
|
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Maximum load on cylinder 2
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41220 lb
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Maximum load on cylinder 3
|
42460 lb
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Compressive strength of cylinder 1
|
3552.4 psi
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|
Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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3263.7 psi
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Compressive strength of cylinder 3
|
3361.8 psi
|
|
Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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2
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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
|
7 days
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Age of specimen in hours
|
no data0 hours
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DIME Test ID: 2025-05-30-17-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/27/2025
Date Tested: 06/27/2025
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: Required strenght 3600 psi @ 28 days
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?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
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Average diameter of cylinder 3
|
4.01 in
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Cross sectional area of cylinder 1
|
12.63 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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12.63 in^2
|
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Compressive strength (to nearest 10 psi)
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3350 psi
|
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Maximum load on cylinder 1
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41980 lb
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Maximum load on cylinder 2
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41300 lb
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Maximum load on cylinder 3
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43470 lb
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Compressive strength of cylinder 1
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3323.8 psi
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Type of fracture pattern of cylinder 1
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3
|
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Compressive strength of cylinder 2
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3285.6 psi
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Compressive strength of cylinder 3
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3441.8 psi
|
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
|
3
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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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28 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2025-05-30-17-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/11/2025
Date Tested: 07/11/2025
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: required strength
3600 PSI
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
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3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
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|
Average diameter of cylinder 1
|
4.01 in
|
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Average diameter of cylinder 2
|
4.01 in
|
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Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
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12.63 in^2
|
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Cross sectional area of cylinder 2
|
12.63 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)
|
3520 psi
|
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Maximum load on cylinder 1
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43880 lb
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Maximum load on cylinder 2
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44860 lb
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Maximum load on cylinder 3
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44560 lb
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Compressive strength of cylinder 1
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3474.3 psi
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Type of fracture pattern of cylinder 1
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3
|
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Compressive strength of cylinder 2
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3551.9 psi
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|
Compressive strength of cylinder 3
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3544.9 psi
|
|
Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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3
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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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42 days
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Age of specimen in hours
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no data0 hours
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