Sample Record for 2023-06-09-16
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993815 DEA: 081C0814 EFIS: 0816000086
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R60.7/R74.3
Work Description: I-10 PAVEMENT REHABILITATION (SEGMENT 1) PROJECT
Location Description: Coachella
Contractor Name: COFFMAN SPECIALTIES, INC
Contractor Address: 4375 JUTLAND DRIVE STE 260, SAN DIEGO CA 92117
Resident Engineer: Michael Sergah Structure Rep.: Al Alina
Sample Information
DIME Sample ID: 2023-06-09-16
TL Number from the TL Form: 1A
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: 06/09/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2023
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: 1051-1A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hi Grade Materials Indio
Material Information
The concrete mix design number: CT590F25
The truck number from where the sample was collected: 282
The batch plant ticket number from where the sample was collected: 818166
Concrete batch plant: Hi Grade Materials Indio
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: DS58 Culvert Walls, Roof, Parapet
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: 2023-06-09-16-1
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: 06/28/2023
Date Tested: 06/16/2023
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: (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
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3
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Test performed
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With no density determined
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|
Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 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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3670 psi
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Compressive strength of cylinder 1
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3635.6 psi
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Compressive strength of cylinder 2
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3665.1 psi
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Average diameter of cylinder 3
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4.00 in
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Compressive strength of cylinder 3
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3697.7 psi
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Maximum load on cylinder 1
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45700 lb
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Maximum load on cylinder 2
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46070 lb
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Maximum load on cylinder 3
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46480 lb
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Type of fracture pattern of cylinder 1
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1
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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1
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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: 2023-06-09-16-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 07/13/2023
Date Tested: 07/07/2023
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: (909) 829-3029
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
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12.69 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.76 in^2
|
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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Compressive strength (to nearest 10 psi)
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4800 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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4.00 in
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Compressive strength of cylinder 1
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4957.4 psi
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Compressive strength of cylinder 2
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4728.7 psi
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Average diameter of cylinder 3
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4.03 in
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Compressive strength of cylinder 3
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4712.4 psi
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Maximum load on cylinder 1
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62910 lb
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Maximum load on cylinder 2
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59440 lb
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Maximum load on cylinder 3
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60130 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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28 days
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