Sample Record for 2022-09-26-36
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215783 DEA: 033H3304 EFIS: 0317000325
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL,SAC-50-2.5/3.2,L0.0/18.3
Work Description: INSTALL CMS, FIBER OPTIC CABLE SYSTEMS AND CAMERA SYSTEMS.
Location Description: YOLO COUNTY AND SACRAMENTO COUNTY ON ROUTE 50 FROM JEFFERSON BOULEVARD TO 1.3 MILES EAST OF FOLSOM BOULEVARD
Contractor Name: STUDEBAKER BROWN ELECTRIC, INC.
Contractor Address: 3237 Rippey Road, Suite 100, Loomis, CA 95690
Resident Engineer: Jody Phillips Structure Rep.: David Carlin
Sample Information
DIME Sample ID: 2022-09-26-36
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: 09/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/26/2022
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: Cemex
Material Information
The concrete mix design number: CT675WET
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 234229
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: CMS Foundation Location 57
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: 2022-09-26-36-1
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 10/04/2022
Date Tested: 09/26/2022
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: 2022-09-26-36-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 10/04/2022
Date Tested: 09/26/2022
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: 2022-09-26-36-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/07/2022
Date Tested: 10/24/2022
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
|
6.00 in
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Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
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Compressive strength (to nearest 10 psi)
|
6620 psi
|
Maximum load on cylinder 1
|
187660 lb
|
Maximum load on cylinder 2
|
186835 lb
|
Type of fracture pattern of cylinder 1
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3
|
Type of fracture pattern of cylinder 2
|
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
|
0 hours
|