Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994115 DEA: 010H1914 EFIS: 0117000211
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-96-27/27.4
Work Description: Project Name: Bluff Creek Wall
Location Description: HUMBOLDT COUNTY NEAR WEITCHPEC FROM 0.6 MILE TO 0.2 MILE WEST OF BLUFF CREEK ROAD
Contractor Name: Mercer-Fraser Company
Contractor Address: PO Box 1006, Eureka, CA 95502
Resident Engineer: Efren Banuelos Structure Rep.: Emma Oppen
DIME Sample ID: 2023-08-28-1
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: 08/28/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/28/2023
The quantity of what the sample constitutes: 5.00cyd
A brief description of the sample: 4x8 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
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: 33319
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.:
DIME Test ID: 2023-08-28-1-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 08/28/2023
Date Tested: 08/28/2023
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:
DIME Test ID: 2023-08-28-1-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 08/28/2023
Date Tested: 08/28/2023
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:
DIME Test ID: 2023-08-28-1-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 08/28/2023
Date Tested: 08/28/2023
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:
DIME Test ID: 2023-08-28-1-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/30/2023
Date Tested: 08/29/2023
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)
|
4760 psi
|
|
Maximum load on cylinder 1
|
47290 lb
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|
Type of fracture pattern of cylinder 1
|
4
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1.00
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Age of specimen
|
1 days
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Age of specimen in hours
|
0 hours
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Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2023-08-28-1-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/05/2023
Date Tested: 09/05/2023
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
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|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
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Compressive strength (to nearest 10 psi)
|
4540 psi
|
|
Maximum load on cylinder 1
|
56440 lb
|
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Maximum load on cylinder 2
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57570 lb
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Type of fracture pattern of cylinder 2
|
4
|
|
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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1.00
|
|
Correction factor for cylinder 2
|
1.00
|
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Age of specimen
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7 days
|
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Age of specimen in hours
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0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2023-08-28-1-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/25/2023
Date Tested: 09/25/2023
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
|
3
|
|
Test performed
|
With no density determined
|
|
Apparent mass of submerged cylinder 1
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8.5 lb
|
|
Average diameter of cylinder 1
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4.00 in
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|
Average diameter of cylinder 2
|
4.00 in
|
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Average diameter of cylinder 3
|
4.00 in
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|
Cross sectional area of cylinder 1
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12.56 in^2
|
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Cross sectional area of cylinder 2
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12.56 in^2
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Cross sectional area of cylinder 3
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12.56 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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67375 lb
|
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Maximum load on cylinder 2
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71021 lb
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Maximum load on cylinder 3
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66747 lb
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Type of fracture pattern of cylinder 1
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4
|
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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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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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1.00
|
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Correction factor for cylinder 2
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1.00
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Correction factor for cylinder 3
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1.00
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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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0 hours
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Serial number of delivery ticket, if available
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no data
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