Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-01-18-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: Concrete Core
Sample Taken Date: 01/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/20/2025
The quantity of what the sample constitutes: 2 concrete core cylinders
A brief description of the sample: 3in diameter concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pacific Palisades Fire Site
Detail description: Two core cylinders are three inch in diameter and about 9 inches tall
Structure names: Taken from bottom of first concrete waler between piles 11 and 12 at location 2 Getty Villa
Type of material: Concrete core
DIME Test ID: 2025-01-18-1-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/20/2025
Date Tested: 01/20/2025
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: Concrete Age Unknown.
Concrete # 1. Sample: 2-5-3-b. Getty Villa Location 2. Taken from bottom of first concrete whaler between piles 11&12. "Zero nail exposed. Vertical."
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
1
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|
Test performed
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With no density determined
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|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
|
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Apparent mass of submerged cylinder 1
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1 lb
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Average diameter of cylinder 1
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3.34 in
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Cross sectional area of cylinder 1
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8.76 in^2
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Compressive strength of cylinder (to nearest 10 psi)
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6470 psi
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Maximum load on cylinder 1
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56720 lb
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Type of fracture pattern of cylinder 1
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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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Age of specimen
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2 days
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Age of specimen in hours
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no data0 hours
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|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2025-01-18-1-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/20/2025
Date Tested: 01/20/2025
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: Concrete Age Unknown. Concrete #2. Sample: 2-6-3-b. Getty Villa Location 2. Taken from bottom of first concrete whaler between piles 11&12. "Vertical zero gap to soil nails. A nail was hit @ 7" deep." Lab: Core cut prior to compression, no nail in compressive specimen.
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
1
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Apparent mass of submerged cylinder 1
|
1 lb
|
|
Average diameter of cylinder 1
|
3.34 in
|
|
Cross sectional area of cylinder 1
|
8.76 in^2
|
|
Compressive strength of cylinder (to nearest 10 psi)
|
6890 psi
|
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Maximum load on cylinder 1
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60330 lb
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Type of fracture pattern of cylinder 1
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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
|
|
Correction factor for cylinder 1
|
1
|
|
Age of specimen
|
2 days
|
|
Age of specimen in hours
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no data0 hours
|
|
Serial number of delivery ticket, if available
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no data
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