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: 2021-03-27-1
TL Number from the TL Form: 1
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 03/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 03/29/2021
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 1015-27
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:
The batch plant ticket number from where the sample was collected: 29548737
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: job
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-03-27-1-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 04/23/2021
Date Tested: 04/23/2021
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
|
2
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|
Test performed
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With no density determined
|
|
Cross sectional area of cylinder 1
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28.46 in^2
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|
Cross sectional area of cylinder 2
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28.37 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
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5820 psi
|
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Average diameter of cylinder 1
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6.02 in
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Average diameter of cylinder 2
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6.01 in
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Compressive strength of cylinder 1
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5840.1 psi
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Compressive strength of cylinder 2
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5807.5 psi
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Maximum load on cylinder 1
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166210 lb
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Maximum load on cylinder 2
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164760 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
|
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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DIME Test ID: 2021-03-27-1-2
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: (909) 829-3029
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
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6130 psi
|
|
Maximum load on cylinder 1
|
173765 lb
|
|
Maximum load on cylinder 2
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174130 lb
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Compressive strength of cylinder 1
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6125.0 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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6137.8 psi
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Type of fracture pattern of cylinder 2
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1
|
|
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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42 days
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Age of specimen in hours
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no data
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