Sample Record for 2023-01-20-30
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993183 DEA: 031H2704 EFIS: 0316000082
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB-70-R11.2/13.5
Work Description: UPGRADE BRIDGE RAILS & CONSTRUCT CONCRETE MEDIAN BARRIER.
Location Description: YUBA COUNTY NEAR LINDA AND MARYSVILLE FROM 2.4 MILES SOUTH OF FEATHER RIVER BOULEVARD UNDERCROSSING TO THE YUBA RIVER BRIDGE AND OVERHEAD
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95688
Resident Engineer: Selvendran Manoharan Structure Rep.: Brent Bullard
Sample Information
DIME Sample ID: 2023-01-20-30
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: 01/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/20/2023
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: 1442005
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 0
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: approach slab feather river NB
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 7
DIME Test ID: 2023-01-20-30-1
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 01/28/2023
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:
Test 2 of 7
DIME Test ID: 2023-01-20-30-2
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 01/28/2023
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:
Test 3 of 7
DIME Test ID: 2023-01-20-30-3
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 01/28/2023
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 weight of the concrete
|
151.2 lb/ft^3
|
|
Cement content
|
no data0 lb/yd^3
|
Test 4 of 7
DIME Test ID: 2023-01-20-30-4
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 01/28/2023
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:
Test 5 of 7
DIME Test ID: 2023-01-20-30-5
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/23/2023
Date Tested: 01/24/2023
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?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5500 psi
|
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Maximum load on cylinder 1
|
162950 lb
|
|
Maximum load on cylinder 2
|
147990 lb
|
|
Type of fracture pattern of cylinder 1
|
6
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1.00
|
|
Correction factor for cylinder 2
|
1.00
|
|
Age of specimen
|
3 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 6 of 7
DIME Test ID: 2023-01-20-30-6
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/23/2023
Date Tested: 01/28/2023
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?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6860 psi
|
|
Maximum load on cylinder 1
|
202600 lb
|
|
Maximum load on cylinder 2
|
185280 lb
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1.00
|
|
Correction factor for cylinder 2
|
1.00
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
Test 7 of 7
DIME Test ID: 2023-01-20-30-7
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/23/2023
Date Tested: 02/18/2023
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?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
8270 psi
|
|
Maximum load on cylinder 1
|
236035 lb
|
|
Maximum load on cylinder 2
|
232425 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1.00
|
|
Correction factor for cylinder 2
|
1.00
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
