Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Lane-Security Paving Joint Venture
Contractor Address: 3450 Centre Lake Drive, 1st Floor, Ontario, CA 91761
Resident Engineer: Jose Corona Structure Rep.: Luis Negrete
DIME Sample ID: 2021-04-10-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 04/12/2021
The quantity of what the sample constitutes: 8
A brief description of the sample: concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1015-410
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex
The concrete mix design number: 1610974
The truck number from where the sample was collected: 10070491
The batch plant ticket number from where the sample was collected: 29573901
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Monte Vista Ave- Abut 1 stage 1 Footing
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-04-10-1-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/19/2021
Date Tested: 04/17/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Number of specimens
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C617/CTM521
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|
Average diameter of cylinder 1
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6.02 mm
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Average diameter of cylinder 2
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6.02 mm
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Cross sectional area of cylinder 1
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28.46 mm^2
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Cross sectional area of cylinder 2
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28.46 mm^2
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Compressive strength (to nearest 0.1MPa)
|
4237 MPa
|
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Maximum load on cylinder 1
|
119370 N
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Maximum load on cylinder 2
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121800 N
|
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Type of fracture pattern of cylinder 1
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2
|
|
Compressive strength of cylinder 1
|
4194.3 MPa
|
|
Compressive strength of cylinder 2
|
4279.7 MPa
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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
|
|
Correction factor for cylinder 2
|
1
|
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2021-04-10-1-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/30/2021
Date Tested: 05/01/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.02 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5470 psi
|
|
Maximum load on cylinder 1
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149955 lb
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Maximum load on cylinder 2
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160780 lb
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Compressive strength of cylinder 1
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5285.7 psi
|
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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5649.3 psi
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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)
|
no data
|
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Correction factor for cylinder 1
|
1
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Correction factor for cylinder 2
|
1
|
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Age of specimen
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21 days
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Age of specimen in hours
|
no data
|
DIME Test ID: 2021-04-10-1-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/10/2021
Date Tested: 05/07/2021
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Cross sectional area of cylinder 1
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28.37 in^2
|
|
Cross sectional area of cylinder 2
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28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
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5360 psi
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|
Maximum load on cylinder 1
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153785 lb
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Maximum load on cylinder 2
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150310 lb
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Compressive strength of cylinder 1
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5420.7 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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5298.2 psi
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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
|
|
Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
|
1
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Age of specimen
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28 days
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|
Age of specimen in hours
|
no data
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