Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: Efren Banuelos Structure Rep.: Dustin Helliwell
DIME Sample ID: 2023-10-16-11
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: 10/16/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/16/2023
The quantity of what the sample constitutes: 9- 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
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: 34146
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: 2023-10-16-11-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 10/26/2023
Date Tested: 10/16/2023
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2023-10-16-11-2
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 10/26/2023
Date Tested: 10/16/2023
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Identification of concrete represented by the sample
|
MF1016
|
Volume of the measure
|
0.248 ft^3
|
Density of concrete
|
149.6 lb/ft^3
|
Yield of concrete
|
no data
|
Relative yield of the batch
|
no data
|
Cement content
|
no data
|
Air content
|
no data
|
DIME Test ID: 2023-10-16-11-3
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 10/26/2023
Date Tested: 10/16/2023
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2023-10-16-11-4
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 10/26/2023
Date Tested: 10/16/2023
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (530) 243-6477
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2023-10-16-11-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/18/2023
Date Tested: 10/17/2023
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (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
|
Capped in accordance with?
|
no data
|
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)
|
1630 psi
|
Maximum load on cylinder 1
|
20490 lb
|
Type of fracture pattern of cylinder 1
|
3
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1.00
|
Age of specimen
|
1 days
|
Age of specimen in hours
|
0 hours
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2023-10-16-11-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/26/2023
Date Tested: 10/23/2023
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (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
|
Capped in accordance with?
|
no data
|
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)
|
4360 psi
|
Maximum load on cylinder 1
|
54302 lb
|
Maximum load on cylinder 2
|
55182 lb
|
Type of fracture pattern of cylinder 1
|
3
|
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
|
DIME Test ID: 2023-10-16-11-7
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/08/2023
Date Tested: 11/13/2023
Submitted By Organization: Universal Precast Concrete - Redding
Organization Address: 16538 Clear Creek Rd.,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: chase@precastunlimited.com
Organization Phone: 1 (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
|
Capped in accordance with?
|
no data
|
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)
|
5720 psi
|
Maximum load on cylinder 1
|
71400 lb
|
Maximum load on cylinder 2
|
70520 lb
|
Maximum load on cylinder 3
|
73910 lb
|
Type of fracture pattern of cylinder 1
|
4
|
Type of fracture pattern of cylinder 2
|
4
|
Type of fracture pattern of cylinder 3
|
5
|
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
|
28 days
|
Age of specimen in hours
|
0 hours
|
Serial number of delivery ticket, if available
|
no data
|