Sample Record for 2022-05-09-52
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214590 DEA: 043G4744 EFIS: 0412000074
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN,MRN-580-6.9/7.8,0.0/2.5
Work Description: CLEAN AND PAINT STRUCTURAL STEEL BRIDGE.
Location Description: CONTRA COSTA AND MARIN COUNTIES IN RICHMOND AND SAN RAFAEL FROM 0.8 MILE WEST OF TOLL PLAZA TO 0.1 MILE EAST OF MAIN STREET
Contractor Name: Allied Painting, INC.
Contractor Address: 4 Larwin Road, Cherry Hill, NJ08034
Resident Engineer: Behzad Halali Structure Rep.: William Sommer
Sample Information
DIME Sample ID: 2022-05-09-52
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: 05/09/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2022
The quantity of what the sample constitutes: 1 Day
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: American Civil Constructors
Material Information
The concrete mix design number: 07
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 589
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Trial Batch
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: 2022-05-09-52-1
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 06/08/2022
Date Tested: 05/09/2022
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: 2022-05-09-52-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 06/08/2022
Date Tested: 05/09/2022
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: 2022-05-09-52-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/08/2022
Date Tested: 05/12/2022
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:
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Unit system used?
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US Units
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Number of specimens
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5
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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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6.01 in
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Average diameter of cylinder 2
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6.01 in
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Average diameter of cylinder 3
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6.01 in
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Average diameter of cylinder 4
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6.01 in
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Average diameter of cylinder 5
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6.02 in
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Cross sectional area of cylinder 1
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28.37 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Cross sectional area of cylinder 3
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28.37 in^2
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Cross sectional area of cylinder 4
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28.37 in^2
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Cross sectional area of cylinder 5
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28.46 in^2
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Compressive strength (to nearest 10 psi)
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7530 psi
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Maximum load on cylinder 1
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202200 lb
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Maximum load on cylinder 2
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209130 lb
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Maximum load on cylinder 3
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260925 lb
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Maximum load on cylinder 4
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187415 lb
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Maximum load on cylinder 5
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209405 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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3
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Type of fracture pattern of cylinder 4
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2
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Type of fracture pattern of cylinder 5
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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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Correction factor for cylinder 4
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1
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Correction factor for cylinder 5
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1
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Age of specimen
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3 days
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Age of specimen in hours
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no data0 hours
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