Sample Record for 2025-09-04-83
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995125 DEA: 101E3004 EFIS: 1018000273
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ-5-32.5/49.8
Work Description: REMOVE EXISTING PAVEMENT AND REPLACE WITH CONCRETE PAVEMENT.
Location Description: SAN JOAQUIN COUNTY IN AND NEAR STOCKTON FROM 0.2 MILE SOUTH OF HAMMER LANE UNDERCROSSING TO SACRAMENTO COUNTY LINE
Contractor Name: BAY CITIES PAVING & GRADING, INC.
Contractor Address: 1450 Civic Court, Building B #400, Concord, CA 95351
Resident Engineer: Ariel Mendoza Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-09-04-83
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: 09/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2025
The quantity of what the sample constitutes: 5
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 675APP Set 1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vanguard Construction, Livermore
Material Information
The concrete mix design number: 675APP
The truck number from where the sample was collected: Load 4 Truck 135
The batch plant ticket number from where the sample was collected: 0
Concrete batch plant: Vanguard Livermore
The fabricator/manufacturer designation for the sample: Set 1
A detailed description of where the material sample was collected: 8 Mile Departure Transition Slab
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 6
DIME Test ID: 2025-09-04-83-1
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 10/30/2025
Date Tested: 09/04/2025
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:
Test 2 of 6
DIME Test ID: 2025-09-04-83-2
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 10/30/2025
Date Tested: 09/04/2025
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:
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Unit weight of the concrete
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147.5 lb/ft^3
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Cement content
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no data0 lb/yd^3
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Test 3 of 6
DIME Test ID: 2025-09-04-83-3
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 10/30/2025
Date Tested: 09/04/2025
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:
Test 4 of 6
DIME Test ID: 2025-09-04-83-4
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 10/30/2025
Date Tested: 09/04/2025
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:
Test 5 of 6
DIME Test ID: 2025-09-04-83-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/30/2025
Date Tested: 09/19/2025
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?
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US Units
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Number of specimens
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1
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Test performed
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With no density determined
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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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6.00 in
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Compressive strength of cylinder (to nearest 10 psi)
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4690 psi
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Maximum load on cylinder 1
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132540 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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14 days
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Age of specimen in hours
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no data0 hours
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Test 6 of 6
DIME Test ID: 2025-09-04-83-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/30/2025
Date Tested: 10/03/2025
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
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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Average diameter of cylinder 3
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6.00 in
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Cross sectional area of cylinder 1
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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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Cross sectional area of cylinder 3
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28.27 in^2
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Compressive strength (to nearest 10 psi)
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5860 psi
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Maximum load on cylinder 1
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160580 lb
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Maximum load on cylinder 2
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169250 lb
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Maximum load on cylinder 3
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167060 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
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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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28 days
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Age of specimen in hours
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no data0 hours
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