Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000403 DEA: 120K91U4 EFIS: 1222000031
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-91-R9.2/R11.4
Work Description: CONST BRIDGES, RW, SW, PAVEMENT, DRAINAGE AND ELECTRICAL SYSTEMS.
Location Description: ORANGE COUNTY IN ANAHEIM FROM 0.9 MILE WEST TO 1.3 MILES EAST OF LAKEVIEW AVENUE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 16700 Valley View Avenue Suite 300
Resident Engineer: Steve Kinaly Structure Rep.: Wei-Jen Lee
DIME Sample ID: 2025-10-18-6
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: 10/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/18/2025
The quantity of what the sample constitutes: 12
A brief description of the sample: 4x8 cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Mix 556300 Set 3
Structure unique identifier: 00-0000
Structure name: Bent 2 Median South Footing
The fabricator/manufacturer/facility name: Associated Ready Mix
The concrete mix design number: 556300
The truck number from where the sample was collected: Load 10
The batch plant ticket number from where the sample was collected: 0
Concrete batch plant:
The fabricator/manufacturer designation for the sample: Set 3
A detailed description of where the material sample was collected: Bent 2 Median South Footing
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-10-18-6-1
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 06/30/2026
Date Tested: 10/18/2025
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
|
146.1 lb/ft^3
|
|
Cement content
|
no data0 lb/yd^3
|
DIME Test ID: 2025-10-18-6-2
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 06/30/2026
Date Tested: 10/18/2025
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: 2025-10-18-6-3
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 06/30/2026
Date Tested: 10/18/2025
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: 2025-10-18-6-4
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 06/30/2026
Date Tested: 10/18/2025
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: 2025-10-18-6-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/30/2026
Date Tested: 10/24/2025
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
|
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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
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4.00 in
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Average diameter of cylinder 3
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4.00 in
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|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
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|
Compressive strength (to nearest 10 psi)
|
2600 psi
|
|
Maximum load on cylinder 1
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32773 lb
|
|
Maximum load on cylinder 2
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33157 lb
|
|
Maximum load on cylinder 3
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32009 lb
|
|
Type of fracture pattern of cylinder 1
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2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
2
|
|
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
|
|
Correction factor for cylinder 2
|
1
|
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Correction factor for cylinder 3
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1
|
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Age of specimen
|
6 days
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Age of specimen in hours
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no data0 hours
|
DIME Test ID: 2025-10-18-6-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/30/2026
Date Tested: 11/01/2025
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
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3590 psi
|
|
Maximum load on cylinder 1
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44448 lb
|
|
Maximum load on cylinder 2
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44256 lb
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|
Maximum load on cylinder 3
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46762 lb
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|
Type of fracture pattern of cylinder 1
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2
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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
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
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Age of specimen
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14 days
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Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2025-10-18-6-7
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/30/2026
Date Tested: 11/14/2025
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
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4590 psi
|
|
Maximum load on cylinder 1
|
58613 lb
|
|
Maximum load on cylinder 2
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56873 lb
|
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Maximum load on cylinder 3
|
57614 lb
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Type of fracture pattern of cylinder 2
|
3
|
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Type of fracture pattern of cylinder 3
|
2
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
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
|
