Sample Record for 2024-08-15-102
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993825 DEA: 040Q30U4 EFIS: 0420000235 COOP: 042830A3,042830A4
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA,CC-680-R11.0/R21.9,R0.0/R0.9
Work Description: PRECAST CONC PVMT, ELECTRONIC TOLL SYSTEM, JPCP, CB & STRUCTURAL CONC
Location Description: ALAMEDA AND CONTRA COSTA COUNTIES AT SUNOL AND IN SAN RAMON BETWEEN 0.4 MILE SOUTH OF CALAVERAS ROAD UNDERCROSSING TO 0.9 MILE NORTH OF ALCOSTA BOULEVARD OVERCROSSING
Contractor Name: BAY CITIES PAVING & GRADING (Jason Ochoa)
Contractor Address: 1450 CIVIC CT, BLDG B #400, CONCORD, CA 94520
Resident Engineer: Yannaing Tun Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-08-15-102
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: 08/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2024
The quantity of what the sample constitutes: 4
A brief description of the sample: 6X12 Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Mix D20119EA, Set 1
Structure unique identifier: 00-0000
Structure name:
The fabricator/manufacturer/facility name: Central Concrete Supply
Material Information
The concrete mix design number: D20119EA
The truck number from where the sample was collected: Load 3
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: Retaining Wall 162, STA 12+80
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: 1
Bag Lot No.: 1
Test Results
Test 1 of 6
DIME Test ID: 2024-08-15-102-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/24/2024
Date Tested: 08/22/2024
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 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 C617 - Sulfur Mortar 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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2240 psi
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Maximum load on cylinder 1
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63440 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
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Test 2 of 6
DIME Test ID: 2024-08-15-102-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/24/2024
Date Tested: 09/12/2024
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
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2
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Test performed
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With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar 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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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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Compressive strength (to nearest 10 psi)
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3620 psi
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Maximum load on cylinder 1
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101540 lb
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Maximum load on cylinder 2
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103190 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
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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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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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Test 3 of 6
DIME Test ID: 2024-08-15-102-3
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 09/24/2024
Date Tested: 08/15/2024
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: 2024-08-15-102-4
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 09/24/2024
Date Tested: 08/15/2024
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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147.48 lb/ft^3
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Cement content
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no data0 lb/yd^3
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Test 5 of 6
DIME Test ID: 2024-08-15-102-5
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 09/24/2024
Date Tested: 08/15/2024
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 6 of 6
DIME Test ID: 2024-08-15-102-6
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 09/24/2024
Date Tested: 08/15/2024
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:
