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Sample Record for 2023-12-15-16

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994239 DEA: 010H0214 EFIS: 0118000107 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-169-19.0/33.0
Work Description: Cappell Walls
Location Description: HUMBOLDT COUNTY NEAR PECWAN FROM 3.4 MILES WEST OF CAPPELL CREEK BRIDGE TO 0.4 MILE EAST OF WEITCHPEC SCHOOL ROAD (Description of Work: Construct Soldier Pile Wall, Install Drainage, Place HMA (Type A))
Contractor Name: Mercer-Fraser Company
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Brian Winter Structure Rep.: Dustin Helliwell

Sample Information

DIME Sample ID: 2023-12-15-16
TL Number from the TL Form:
Sample Submitted By Organization: Universal Precast Concrete - Redding
Sample Organization Contact: (530) 243-6477
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 12/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 12/15/2023
The quantity of what the sample constitutes: 6- 4X8 Cylinders
A brief description of the sample: Concrete Test Samples
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Precast Unlimited

Material Information

The concrete mix design number: PC65A0E1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 34986
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2023-12-15-16-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 01/04/2024
Date Tested: 12/15/2023
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: mikeb@universalprecast.com
Organization Phone: (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 60 F

Test 2 of 7

DIME Test ID: 2023-12-15-16-2
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 01/04/2024
Date Tested: 12/15/2023
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: mikeb@universalprecast.com
Organization Phone: (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Identification of concrete represented by the sample MF1215
Volume of the measure 0.248 ft^3
Density of concrete 146.6 lb/ft^3
Yield of concrete no data
Relative yield of the batch no data
Cement content no data
Air content no data

Test 3 of 7

DIME Test ID: 2023-12-15-16-3
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 01/04/2024
Date Tested: 12/15/2023
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: mikeb@universalprecast.com
Organization Phone: (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Slump 8 inch

Test 4 of 7

DIME Test ID: 2023-12-15-16-4
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 01/04/2024
Date Tested: 12/15/2023
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: mikeb@universalprecast.com
Organization Phone: (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Air content 3.4 %

Test 5 of 7

DIME Test ID: 2023-12-15-16-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/04/2024
Date Tested: 12/18/2023
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: mikeb@universalprecast.com
Organization Phone: (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 1
Test performed With no density determined
Apparent mass of submerged cylinder 1 8.5 lb
Average diameter of cylinder 1 4.00 in
Compressive strength of cylinder (to nearest 10 psi) 2540 psi
Maximum load on cylinder 1 31930 lb
Type of fracture pattern of cylinder 1 4
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1.00
Age of specimen 3 days
Age of specimen in hours 0 hours
Serial number of delivery ticket, if available no data

Test 6 of 7

DIME Test ID: 2023-12-15-16-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/04/2024
Date Tested: 12/22/2023
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: mikeb@universalprecast.com
Organization Phone: (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Apparent mass of submerged cylinder 1 8.5 lb
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Cross sectional area of cylinder 1 12.56 in^2
Cross sectional area of cylinder 2 12.56 in^2
Compressive strength (to nearest 10 psi) 4010 psi
Maximum load on cylinder 1 51030 lb
Maximum load on cylinder 2 49780 lb
Type of fracture pattern of cylinder 1 4
Type of fracture pattern of cylinder 2 4
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1.00
Correction factor for cylinder 2 1.00
Age of specimen 7 days
Age of specimen in hours 0 hours
Serial number of delivery ticket, if available no data

Test 7 of 7

DIME Test ID: 2023-12-15-16-7
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/04/2024
Date Tested: 01/04/2024
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Road,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: mikeb@universalprecast.com
Organization Phone: (530) 243-6477
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
Apparent mass of submerged cylinder 1 8.5 lb
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.00 in
Cross sectional area of cylinder 1 12.56 in^2
Cross sectional area of cylinder 2 12.56 in^2
Cross sectional area of cylinder 3 12.56 in^2
Compressive strength (to nearest 10 psi) 5310 psi
Maximum load on cylinder 1 68000 lb
Maximum load on cylinder 2 68000 lb
Maximum load on cylinder 3 64360 lb
Type of fracture pattern of cylinder 1 4
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1.00
Correction factor for cylinder 2 1.00
Correction factor for cylinder 3 1.00
Age of specimen 20 days
Age of specimen in hours 0 hours
Serial number of delivery ticket, if available no data