Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000293 DEA: 041X3204 EFIS: 0424000308
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-1-38.58
Work Description: Construct soldier pile wall, repair east side slide w/ concrete canvass, reconstruct roadway, reconstruct metal beam guardrail, pavement delineation, install structural shotcrete, stain concrete/shotcrete, install cable railing, and install erosions contr
Location Description: Ocean Cove (North) Emergency Wall at Walsh Landing
Contractor Name: O.C. Jones & Sons Inc. (Renan Modesto)
Contractor Address: Unknown
Resident Engineer: Harley Paulo Structure Rep.: Jim Cook
DIME Sample ID: 2024-12-10-29
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Santa Rosa
Sample Organization Contact: (510) 774-6009
Type of Sample: Quality Assurance
Type of Material: Concrete Core
Sample Taken Date: 12/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/18/2024
The quantity of what the sample constitutes: 24 CY
A brief description of the sample: Core sample from test panel
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 20-0116
Structure name: Ocean Cove Emergency Wall
The fabricator/manufacturer/facility name: Canyon Rock Forestville
Detail description: Shotcrete Wall Test Panel
Structure names: Ocean Cove Emergency Wall
Type of material: Shotcrete Mix 80201503
DIME Test ID: 2024-12-10-29-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
Data has not been verified.
DIME Test ID: 2024-12-10-29-6
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/10/2025
Date Tested: 01/10/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test: Testing Performed by Atlas
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
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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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Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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2.42 in
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Average diameter of cylinder 2
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2.67 in
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Average diameter of cylinder 3
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2.68 in
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Cross sectional area of cylinder 1
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4.6 in^2
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Cross sectional area of cylinder 2
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5.6 in^2
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Cross sectional area of cylinder 3
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5.64 in^2
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Compressive strength (to nearest 10 psi)
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5440 psi
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Maximum load on cylinder 1
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23850 lb
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Maximum load on cylinder 2
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31840 lb
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Maximum load on cylinder 3
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30780 lb
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Compressive strength of cylinder 1
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5184.8 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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5685.7 psi
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Compressive strength of cylinder 3
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5457.4 psi
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Type of fracture pattern of cylinder 2
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4
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Type of fracture pattern of cylinder 3
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4
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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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23 days
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Age of specimen in hours
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no data
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DIME Test ID: 2024-12-10-29-7
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/23/2025
Date Tested: 01/07/2025
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joe.harline@dot.ca.gov
Organization Phone: (916) 206-4373
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
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4
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Test performed
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With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
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2.42 in
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Average diameter of cylinder 2
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2.43 in
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Average diameter of cylinder 3
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2.42 in
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Average diameter of cylinder 4
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2.42 in
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Cross sectional area of cylinder 1
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4.6 in^2
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Cross sectional area of cylinder 2
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4.6 in^2
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Cross sectional area of cylinder 3
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4.6 in^2
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Cross sectional area of cylinder 4
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4.6 in^2
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Compressive strength (to nearest 10 psi)
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5990 psi
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Maximum load on cylinder 1
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27150 lb
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Maximum load on cylinder 2
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27580 lb
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Maximum load on cylinder 3
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27450 lb
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Maximum load on cylinder 4
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28230 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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3
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Type of fracture pattern of cylinder 4
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4
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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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Correction factor for cylinder 4
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1
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Age of specimen
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28 days
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Age of specimen in hours
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no data
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