Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993338 DEA: 010H8104 EFIS: 0118000111
QA Service Level: 1
DIST-CO-RTE-PM: 01-MEN-101-1.5/2
Work Description: COMMINSKY PERMANENT RESTORATION
Location Description: MENDOCINO COUNTY NEAR HOPLAND FROM 0.7 MILE TO 1.3 MILES NORTH OF GEYSERS ROAD
Contractor Name: Ghilotti Construction Company
Contractor Address: 246 Ghilotti Ave, Santa Rosa, CA 95407
Resident Engineer: Steve Tisell Structure Rep.: Mostafa Bayoumi
DIME Sample ID: 2023-05-23-7
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: 05/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/23/2023
The quantity of what the sample constitutes: 2.00yds
A brief description of the sample: 4x8 concrete cylinders
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: K82A0D1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 31677
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: 2023-05-23-7-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 05/24/2023
Date Tested: 05/24/2023
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: 2023-05-23-7-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 05/24/2023
Date Tested: 05/24/2023
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: 2023-05-23-7-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 05/24/2023
Date Tested: 05/24/2023
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: 2023-05-23-7-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/24/2023
Date Tested: 05/24/2023
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
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|
Number of specimens
|
1
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|
Test performed
|
With no density determined
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|
Apparent mass of submerged cylinder 1
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8.5 lb
|
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Average diameter of cylinder 1
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4.00 in
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Compressive strength of cylinder (to nearest 10 psi)
|
3500 psi
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Maximum load on cylinder 1
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43930 lb
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Type of fracture pattern of cylinder 1
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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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1.00
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Age of specimen
|
1 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
|
no data
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DIME Test ID: 2023-05-23-7-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/30/2023
Date Tested: 05/30/2023
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
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8.5 lb
|
|
Average diameter of cylinder 1
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4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Compressive strength (to nearest 10 psi)
|
5230 psi
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Maximum load on cylinder 1
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64360 lb
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Maximum load on cylinder 2
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67000 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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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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Age of specimen
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7 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
|
no data
|
DIME Test ID: 2023-05-23-7-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/20/2023
Date Tested: 06/20/2023
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
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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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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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7170 psi
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Maximum load on cylinder 1
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86100 lb
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Maximum load on cylinder 2
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92770 lb
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Maximum load on cylinder 3
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91510 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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