Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001391 DEA: 051S4904 EFIS: 0525000044
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-1-10.14
Work Description: Excavating and Grading, repair/stabilize embankment, Soldier Pile Wall construction, Paving, Providing temporary traffic control
Location Description:
Contractor Name: SECURITY PAVING COMPANY INC
Contractor Address: 13170 TELEFAIR AVE, SYLMAR, CA 91342
Resident Engineer: Raymond Barajas Structure Rep.: Fabian Velasco
DIME Sample ID: 2026-05-06-87
TL Number from the TL Form:
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: 05/06/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/07/2026
The quantity of what the sample constitutes: 7
A brief description of the sample: 6x12 Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 590GN3010 Set 1
Structure unique identifier:
Structure name: Coping Wall, Truck #6606
The fabricator/manufacturer/facility name: CalPortland
The concrete mix design number: 590GN3010
The truck number from where the sample was collected: Load 1
The batch plant ticket number from where the sample was collected: 2185648
Concrete batch plant: CalPortland
The fabricator/manufacturer designation for the sample: Set 1
A detailed description of where the material sample was collected: Coping Wall, Truck #6606
Where the material sample would have been placed if not sampled:
From Lot No.: 1
Bag Lot No.: 1
DIME Test ID: 2026-05-06-87-1
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 06/19/2026
Date Tested: 05/06/2026
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 weight of the concrete
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143.8 lb/ft^3
|
|
Cement content
|
no data0 lb/yd^3
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DIME Test ID: 2026-05-06-87-2
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 06/19/2026
Date Tested: 05/06/2026
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:
DIME Test ID: 2026-05-06-87-3
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 06/19/2026
Date Tested: 05/06/2026
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:
DIME Test ID: 2026-05-06-87-4
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 06/19/2026
Date Tested: 05/06/2026
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:
DIME Test ID: 2026-05-06-87-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/19/2026
Date Tested: 05/13/2026
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
|
2
|
|
Test performed
|
With no density determined
|
|
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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6.00 in
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Average diameter of cylinder 2
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6.00 in
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Cross sectional area of cylinder 1
|
28.27 in^2
|
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Cross sectional area of cylinder 2
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28.27 in^2
|
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Compressive strength (to nearest 10 psi)
|
3420 psi
|
|
Maximum load on cylinder 1
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99310 lb
|
|
Maximum load on cylinder 2
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93870 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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|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
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Correction factor for cylinder 2
|
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: 2026-05-06-87-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/19/2026
Date Tested: 06/03/2026
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4180 psi
|
|
Maximum load on cylinder 1
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116420 lb
|
|
Maximum load on cylinder 2
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119650 lb
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Type of fracture pattern of cylinder 2
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3
|
|
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
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
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28 days
|
|
Age of specimen in hours
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no data0 hours
|
