Sample Record for 2023-04-20-97
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993239 DEA: 100P5404 EFIS: 1013000251
QA Service Level: 1
DIST-CO-RTE-PM: 10-SJ,STA-5,99-6.2/6.6,R17.7/R18.1
Work Description: REMOVE & PLACE STRUCTURAL CONCRETE BRIDGE; AND PLACE CONCRETE BARRIER.
Location Description: SAN JOAQUIN AND STANISLAUS COUNTIES ON ROUTE 5 FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF ROUTE 5/33 SEPARATION AND OVERHEAD AND ON ROUTE 99 FROM 0.2 MILE SOUTH TO 0.2 MILE NORTH OF WEST MODESTO OVERHEAD
Contractor Name: Bridgeway Civil Constructors, Inc. - Tomas Ramirez
Contractor Address: 3333 Vaca Valley Parkway, Suite 200, Vacaville, CA 95219
Resident Engineer: Ariel Mendoza Structure Rep.: Ron Matin
Sample Information
DIME Sample ID: 2023-04-20-97
TL Number from the TL Form:
Sample Submitted By Organization: RMA Group - Rancho Cordova
Sample Organization Contact: (916) 631-7194
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 04/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2023
The quantity of what the sample constitutes: 100 cy
A brief description of the sample: concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex
Material Information
The concrete mix design number: 1617136
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 30703119
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: concrete truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2023-04-20-97-1
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 12/04/2023
Date Tested: 04/20/2023
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: mlowrance@rmacompanies.com
Organization Phone: (916) 631-7194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 2 of 3
DIME Test ID: 2023-04-20-97-2
Test Method: ASTM C143-15a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 12/04/2023
Date Tested: 04/20/2023
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: mlowrance@rmacompanies.com
Organization Phone: (916) 631-7194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 3 of 3
DIME Test ID: 2023-04-20-97-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 12/04/2023
Date Tested: 05/18/2023
Submitted By Organization: RMA Group - Rancho Cordova
Organization Address: 3150 Fitzgerald Road,
Organization City: Rancho Cordova
Organization State: CA
Organization Zipcode: 95742
Organization Email: mlowrance@rmacompanies.com
Organization Phone: (916) 631-7194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
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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6.02 in
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Average diameter of cylinder 2
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6.01 in
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Cross sectional area of cylinder 1
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28.46 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Compressive strength (to nearest 10 psi)
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5480 psi
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Maximum load on cylinder 1
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151560 lb
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Maximum load on cylinder 2
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159690 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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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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1.00
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Correction factor for cylinder 2
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1.00
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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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