Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215425 DEA: 06360244 EFIS: 0613000005
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya
DIME Sample ID: 2024-09-13-19
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3675 - Monterey, Santa Cruz, San Benito
Sample Organization Contact: (805) 471-2109
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 09/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/12/2024
The quantity of what the sample constitutes: 8 CY
A brief description of the sample: Barrier (East)
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex
The concrete mix design number: 163412
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: East Barrier
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-09-13-19-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/11/2024
Date Tested: 10/11/2024
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:
|
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?
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ASTM C1231 - Unbonded Elastomeric Pad 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
|
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
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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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3190 psi
|
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Maximum load on cylinder 1
|
39600 lb
|
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Maximum load on cylinder 2
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40310 lb
|
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Maximum load on cylinder 3
|
40320 lb
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Compressive strength of cylinder 1
|
3150.4 psi
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Compressive strength of cylinder 2
|
3206.8 psi
|
|
Compressive strength of cylinder 3
|
3207.6 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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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
|
28 days
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Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-09-13-19-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/25/2024
Date Tested: 10/25/2024
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
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
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
|
|
Cross sectional area of cylinder 3
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12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
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3390 psi
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Maximum load on cylinder 1
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41530 lb
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Maximum load on cylinder 2
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42540 lb
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Maximum load on cylinder 3
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43760 lb
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Compressive strength of cylinder 1
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3303.9 psi
|
|
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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3384.2 psi
|
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Compressive strength of cylinder 3
|
3481.3 psi
|
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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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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
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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
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Age of specimen in hours
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no data0 hours
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