Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215576 DEA: 051K1304 EFIS: 0518000126
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-9-20.0
Work Description: Soldier pile wall
Location Description: MP 20, 1.1 miles South of junction Rte 9 and Rte 236
Contractor Name: Gordon N. Ball, Inc
Contractor Address: 333 Camille Avenue, Alamo, Ca 94507
Resident Engineer: Gareth Gill Structure Rep.: James Wilcenski
DIME Sample ID: 2022-12-22-28
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: 12/22/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/22/2022
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: Las Animas
The concrete mix design number: C1S50
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 365200
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: RTE 9 RW 10 and 48.8 to 11 and 80.0
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-12-22-28-1
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 12/29/2022
Date Tested: 12/22/2022
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:
DIME Test ID: 2022-12-22-28-2
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 12/29/2022
Date Tested: 12/22/2022
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:
DIME Test ID: 2022-12-22-28-3
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 12/29/2022
Date Tested: 12/22/2022
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:
|
Unit weight of the concrete
|
147.51 lb/ft^3
|
|
Cement content
|
0 lb/yd^3
|
DIME Test ID: 2022-12-22-28-4
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 12/29/2022
Date Tested: 12/22/2022
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:
DIME Test ID: 2022-12-22-28-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/20/2023
Date Tested: 01/19/2023
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
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
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5.99 in
|
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Average diameter of cylinder 2
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5.99 in
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|
Cross sectional area of cylinder 1
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28.18 in^2
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Cross sectional area of cylinder 2
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28.18 in^2
|
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Compressive strength (to nearest 10 psi)
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5900 psi
|
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Maximum load on cylinder 1
|
156515 lb
|
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Maximum load on cylinder 2
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176045 lb
|
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Type of fracture pattern of cylinder 1
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6
|
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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
|
|
Age of specimen in hours
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0 hours
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