Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215304 DEA: 010E0814 EFIS: 0118000172
QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20,29,175-Var
Work Description: Replace & widen bridges
Location Description: LAKE COUNTY AT VARIOUS LOCATIONS
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Daniel Kraft Structure Rep.: Juan Sanchez Ramos
DIME Sample ID: 2022-12-23-9
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: 12/23/2022
Date that the sample was received by the laboratory/organization performing the testing: 12/23/2022
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: Point Lakeview Rock and Redi-Mix
The concrete mix design number: 36675MFS
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 27640
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: US RTE 175 WB Barrier slab at 304 and 50
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-12-23-9-1
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 12/29/2022
Date Tested: 12/23/2022
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: 2022-12-23-9-2
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: 12/23/2022
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: 2022-12-23-9-3
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 12/29/2022
Date Tested: 12/23/2022
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
|
145.2 lb/ft^3
|
|
Cement content
|
0 lb/yd^3
|
DIME Test ID: 2022-12-23-9-4
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 12/29/2022
Date Tested: 12/23/2022
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: 2022-12-23-9-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/20/2023
Date Tested: 01/20/2023
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
2
|
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Test performed
|
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
|
|
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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6370 psi
|
|
Maximum load on cylinder 1
|
180990 lb
|
|
Maximum load on cylinder 2
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179420 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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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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