Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002064 DEA: 010J8014 EFIS: 0120000032
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-299-R8/R9.2
Work Description: Blue Lake Realignment & SPGA Wall
Location Description: Blue Lake Landslide Repair
Contractor Name: STEVE MANNING CONSTRUCTION, INC
Contractor Address: 5211 Churn Creek Road, Redding, CA 96002
Resident Engineer: Ethan Retherford Structure Rep.: Adlai Evans
DIME Sample ID: 2026-09-08-41
TL Number from the TL Form:
Sample Submitted By Organization: Professional Assurance and Testing, Incorporated
Sample Organization Contact: (530) 351-4711
Type of Sample: Preliminary
Type of Material: Concrete Core
Sample Taken Date: 09/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2026
The quantity of what the sample constitutes: TEST PANEL
A brief description of the sample: 3x6 Shotcrete Core
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser - Fortuna
Detail description: Shotcrete Soil Nail Wall Test Panel
Structure names: Soil nail wall
Type of material: Shotcrete
DIME Test ID: 2026-09-08-41-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/18/2026
Date Tested: 09/15/2026
Submitted By Organization: Professional Assurance and Testing, Incorporated
Organization Address: 455 Monroe Street,
Organization City: Red Bluff
Organization State: CA
Organization Zipcode: 96080
Organization Email: psmith@professionalassuranceandtesting.com
Organization Phone: (530) 351-4711
General Comments for this Test: Unreinforced test panel with nozzleman initials BC
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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Apparent mass of submerged cylinder 1
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no data0 lb
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Average diameter of cylinder 1
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3.00 in
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Average diameter of cylinder 2
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3.00 in
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Average diameter of cylinder 3
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2.98 in
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Cross sectional area of cylinder 1
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no data0 in^2
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Cross sectional area of cylinder 2
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no data0 in^2
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Cross sectional area of cylinder 3
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no data0 in^2
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Compressive strength (to nearest 10 psi)
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no data0 psi
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Maximum load on cylinder 1
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30360 lb
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Maximum load on cylinder 2
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34360 lb
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Maximum load on cylinder 3
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34400 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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None
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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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12 days
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Age of specimen in hours
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no data
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Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2026-09-08-41-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/07/2026
Date Tested: 09/15/2026
Submitted By Organization: Professional Assurance and Testing, Incorporated
Organization Address: 455 Monroe Street,
Organization City: Red Bluff
Organization State: CA
Organization Zipcode: 96080
Organization Email: psmith@professionalassuranceandtesting.com
Organization Phone: (530) 351-4711
General Comments for this Test: Shotcrete test panel for nozzleman initials FM
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
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3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
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|
Average diameter of cylinder 1
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3.00 in
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Average diameter of cylinder 2
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3.00 in
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Average diameter of cylinder 3
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3.00 in
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Cross sectional area of cylinder 1
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7.07 in^2
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Cross sectional area of cylinder 2
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7.07 in^2
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Cross sectional area of cylinder 3
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7.07 in^2
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Compressive strength (to nearest 10 psi)
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4470 psi
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Maximum load on cylinder 1
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30230 lb
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Maximum load on cylinder 2
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31740 lb
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Maximum load on cylinder 3
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32750 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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None
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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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12 days
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Age of specimen in hours
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no data
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Serial number of delivery ticket, if available
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no data
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DIME Test ID: 2026-09-08-41-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/07/2026
Date Tested: 10/01/2026
Submitted By Organization: Professional Assurance and Testing, Incorporated
Organization Address: 455 Monroe Street,
Organization City: Red Bluff
Organization State: CA
Organization Zipcode: 96080
Organization Email: psmith@professionalassuranceandtesting.com
Organization Phone: (530) 351-4711
General Comments for this Test: 28 day breaks for reinforced panels, initials 'BC'
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
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
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|
Average diameter of cylinder 1
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3.00 in
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Average diameter of cylinder 2
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3.00 in
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Average diameter of cylinder 3
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3.00 in
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Cross sectional area of cylinder 1
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no data0 in^2
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Cross sectional area of cylinder 2
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no data0 in^2
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Cross sectional area of cylinder 3
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no data0 in^2
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Compressive strength (to nearest 10 psi)
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6250 psi
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Maximum load on cylinder 1
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47040 lb
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Maximum load on cylinder 2
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41100 lb
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Maximum load on cylinder 3
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44510 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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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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Age of specimen in hours
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672 hours
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Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2026-09-08-41-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/07/2026
Date Tested: 09/16/2026
Submitted By Organization: Professional Assurance and Testing, Incorporated
Organization Address: 455 Monroe Street,
Organization City: Red Bluff
Organization State: CA
Organization Zipcode: 96080
Organization Email: psmith@professionalassuranceandtesting.com
Organization Phone: (530) 351-4711
General Comments for this Test: Samples for reinforced test panel, initials FM
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Apparent mass of submerged cylinder 1
|
no data0 lb
|
|
Average diameter of cylinder 1
|
3.00 in
|
|
Average diameter of cylinder 2
|
3.00 in
|
|
Average diameter of cylinder 3
|
3.00 in
|
|
Cross sectional area of cylinder 1
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7.07 in^2
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Cross sectional area of cylinder 2
|
7.07 in^2
|
|
Cross sectional area of cylinder 3
|
7.07 in^2
|
|
Compressive strength (to nearest 10 psi)
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5760 psi
|
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Maximum load on cylinder 1
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38330 lb
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Maximum load on cylinder 2
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41600 lb
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Maximum load on cylinder 3
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42210 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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3
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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
|
|
Correction factor for cylinder 1
|
1
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Correction factor for cylinder 2
|
1
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Correction factor for cylinder 3
|
1
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Age of specimen
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18 days
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Age of specimen in hours
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432 hours
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Serial number of delivery ticket, if available
|
no data
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