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: 2022-05-19-78
TL Number from the TL Form: Unknown
Sample Submitted By Organization: G3 Quality, Incorporated - Cerritos
Sample Organization Contact: (562) 321-9840
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 05/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2022
The quantity of what the sample constitutes: 7
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Set 1
Structure unique identifier: 00-0000
Structure name:
The fabricator/manufacturer/facility name: Jobsite
The concrete mix design number: 176H57
The truck number from where the sample was collected: Load 2
The batch plant ticket number from where the sample was collected: 0
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Set 1
A detailed description of where the material sample was collected: Soundwall Footing at SB RTE 99 Cartmill OnRamp
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2022-05-19-78-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/26/2023
Date Tested: 05/26/2022
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
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Compressive strength of cylinder (to nearest 10 psi)
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3740 psi
|
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Maximum load on cylinder 1
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47010 lb
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Type of fracture pattern of cylinder 1
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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
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1
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Age of specimen
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7 days
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Age of specimen in hours
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no data0 hours
|
DIME Test ID: 2022-05-19-78-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/26/2023
Date Tested: 06/16/2022
Submitted By Organization: G3 Quality, Incorporated - Cerritos
Organization Address: 13850 Cerritos Corporate Drive, Unit E,
Organization City: Cerritos
Organization State: CA
Organization Zipcode: 90703
Organization Email: hwalker@g3quality.com
Organization Phone: 562-321-9853
General Comments for this Test:
Test Result Compliance:
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
|
|
Cross sectional area of cylinder 1
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12.57 in^2
|
|
Cross sectional area of cylinder 2
|
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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5440 psi
|
|
Maximum load on cylinder 1
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67390 lb
|
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Maximum load on cylinder 2
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68480 lb
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Maximum load on cylinder 3
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69060 lb
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Type of fracture pattern of cylinder 1
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3
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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
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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
|
|
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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