Sample Record for 2024-01-27-8
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994425 DEA: 040K5204 EFIS: 0416000098
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-12-11.0/T17.4
Work Description: Overlay with RHMA, replace guardrails, approach slabs and signs.
Location Description: Construction on State Highway in Sonoma County from Llano Road to Farmers Lane.
Contractor Name: FBD VANGUARD CONSTRUCTION, INC. (TOM SWISHER)
Contractor Address: 550 Greenville Road, Livermore, CA 94550
Resident Engineer: Leonard Brajnikoff Structure Rep.: Anthony Tierra
Sample Information
DIME Sample ID: 2024-01-27-8
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: 01/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/29/2024
The quantity of what the sample constitutes: 6
A brief description of the sample: 6 X 12 Concrete Cylinder
From where was the sample collected: Source
Laboratory sample identification: HE4X12BM Set 1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vanguard Construction
Material Information
The concrete mix design number: HE4X12BM
The truck number from where the sample was collected: Load 15
The batch plant ticket number from where the sample was collected: 0
Concrete batch plant:
The fabricator/manufacturer designation for the sample: Set 1
A detailed description of where the material sample was collected: Plant B, 758 yd
Where the material sample would have been placed if not sampled:
From Lot No.: 1
Bag Lot No.: 1
Test Results
Test 1 of 5
DIME Test ID: 2024-01-27-8-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/06/2024
Date Tested: 01/28/2024
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?
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US Units
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Number of specimens
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2
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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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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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2350 psi
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Maximum load on cylinder 1
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68660 lb
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Maximum load on cylinder 2
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64210 lb
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Type of fracture pattern of cylinder 1
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5
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Type of fracture pattern of cylinder 2
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5
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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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0 days
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Age of specimen in hours
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12 hours
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Test 2 of 5
DIME Test ID: 2024-01-27-8-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/06/2024
Date Tested: 02/24/2024
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
|
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
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|
Cross sectional area of cylinder 1
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28.27 in^2
|
|
Cross sectional area of cylinder 2
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28.27 in^2
|
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Compressive strength (to nearest 10 psi)
|
7290 psi
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Maximum load on cylinder 1
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208510 lb
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Maximum load on cylinder 2
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203990 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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0 hours
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Test 3 of 5
DIME Test ID: 2024-01-27-8-3
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 03/06/2024
Date Tested: 01/27/2024
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 5
DIME Test ID: 2024-01-27-8-4
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 03/06/2024
Date Tested: 01/27/2024
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 5 of 5
DIME Test ID: 2024-01-27-8-5
Test Method: CTM 533-June 2010: Method of Test for Ball Penetration in Fresh Portland Cement Concrete
Verified Date: 03/06/2024
Date Tested: 01/27/2024
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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Ball penetration in freshly mixed concrete (average)
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2.75 inch
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