Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214702 DEA: 030F2864 EFIS: 0320000123
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-7.92 / 8.4
Work Description: Remove and replace Consumnes River and Consumnes River Overflow bridge
Location Description: Sacramento County
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Masoud Saed Structure Rep.: Chau Ha
DIME Sample ID: 2022-01-11-31
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: 01/11/2022
Date that the sample was received by the laboratory/organization performing the testing: 01/11/2022
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: Knife River
The concrete mix design number: 548
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 3238
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Cosumnes Bridge AB2
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2022-01-11-31-1
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 04/07/2022
Date Tested: 01/11/2022
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: 2022-01-11-31-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 04/07/2022
Date Tested: 01/11/2022
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: 2022-01-11-31-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/07/2022
Date Tested: 02/08/2022
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 system used?
|
US Units
|
Number of specimens
|
2
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Test performed
|
With no density determined
|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.01 in
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Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
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Compressive strength (to nearest 10 psi)
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5470 psi
|
Maximum load on cylinder 1
|
156320 lb
|
Maximum load on cylinder 2
|
153330 lb
|
Type of fracture pattern of cylinder 1
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2
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Type of fracture pattern of cylinder 2
|
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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