Sample Record for 2023-12-01-26
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994501 DEA: 072XE904 EFIS: 0723000103
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-71-R1.52/1.60
Work Description: Saw cut around the localized failed area (digouts) to remove the AC pavement, replace with HMA-A and replace any pavement delineation and pavement markers that are removed.
Location Description: In Los Angeles County, in the City of Pomona, on both the southbound and northbound directions of LA 71, from Valley Blvd (PM R1.52) to Mission Blvd (PM 1.60).
Contractor Name: RJ Noble Company
Contractor Address: 15505 E. Lincoln Ave., Orange, CA 92865
Resident Engineer: Hai Hong Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2023-12-01-26
TL Number from the TL Form: 796625
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: 12/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/07/2023
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1058-1201
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons
Material Information
The concrete mix design number: CSC590B33
The truck number from where the sample was collected: 7174
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete Barrier Transition
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2023-12-01-26-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 01/22/2024
Date Tested: 12/08/2023
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
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3
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|
Test performed
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With no density determined
|
|
Cross sectional area of cylinder 1
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12.69 in^2
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Cross sectional area of cylinder 2
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12.69 in^2
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Cross sectional area of cylinder 3
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12.69 in^2
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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Compressive strength (to nearest 10 psi)
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2880 psi
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Average diameter of cylinder 1
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4.02 in
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Average diameter of cylinder 2
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4.02 in
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Compressive strength of cylinder 1
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2830.6 psi
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Compressive strength of cylinder 2
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2977.9 psi
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Average diameter of cylinder 3
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4.02 in
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Compressive strength of cylinder 3
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2818.8 psi
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Maximum load on cylinder 1
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35920 lb
|
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Maximum load on cylinder 2
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37790 lb
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Maximum load on cylinder 3
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35770 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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Type of fracture pattern of cylinder 3
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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
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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7 days
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Test 2 of 2
DIME Test ID: 2023-12-01-26-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 01/12/2024
Date Tested: 01/12/2024
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
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
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4380 psi
|
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Average diameter of cylinder 1
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4.01 in
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Average diameter of cylinder 2
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4.02 in
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Compressive strength of cylinder 1
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4250.2 psi
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Compressive strength of cylinder 2
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4497.2 psi
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Average diameter of cylinder 3
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4.01 in
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Compressive strength of cylinder 3
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4400.6 psi
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Maximum load on cylinder 1
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53680 lb
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Maximum load on cylinder 2
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57070 lb
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Maximum load on cylinder 3
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55580 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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Type of fracture pattern of cylinder 3
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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
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
|
1
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Age of specimen
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42 days
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