Sample Record for 2023-08-18-25
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 208973 DEA: 120H1004 EFIS: 1200000180 COOP: 120670
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-405,73,405,605-9.3/24.3
Work Description: (Alternative Delivery) San Diego Freeway (I-405) Improvement Project SR-73 to I-605, Design Build Project, Administered by Orange County Transportation Authority, Caltrans METS to perform Source Inspection per RFP.
Location Description: Orange and Los Angeles Counties: 12-ORA-405 PM 9.3/24.2 / 07-LA-405 PM 0.0/1.2 12-ORA-22 PM R0.7/R3.8 / 12-ORA-22 PM R0.5/R0.7 12-ORA-73 PM R27.2/R27.8 / 12-ORA-605 PM 3.5/R1.6 07-LA-605 PM R0.0/R1.2
Contractor Name: OC 405 Partners
Contractor Address: 3100 W Lake Center Dr, Santa Ana, CA 92704
Resident Engineer: Hank Alonso (reports) Structure Rep.: Alex Angha (reports)
Sample Information
DIME Sample ID: 2023-08-18-25
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: 08/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2023
The quantity of what the sample constitutes: 7.50
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
Material Information
The concrete mix design number: C85A4M6
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 33153
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
Test 1 of 6
DIME Test ID: 2023-08-18-25-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 08/18/2023
Date Tested: 08/18/2023
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:
Test 2 of 6
DIME Test ID: 2023-08-18-25-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 08/18/2023
Date Tested: 08/18/2023
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:
Test 3 of 6
DIME Test ID: 2023-08-18-25-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 08/18/2023
Date Tested: 08/18/2023
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:
Test 4 of 6
DIME Test ID: 2023-08-18-25-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/21/2023
Date Tested: 08/21/2023
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)
|
3500 psi
|
Maximum load on cylinder 1
|
44000 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
|
Age of specimen
|
3 days
|
Age of specimen in hours
|
no data0 hours
|
Serial number of delivery ticket, if available
|
no data
|
Test 5 of 6
DIME Test ID: 2023-08-18-25-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/20/2023
Date Tested: 08/25/2023
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)
|
3690 psi
|
Maximum load on cylinder 1
|
48020 lb
|
Maximum load on cylinder 2
|
44620 lb
|
Type of fracture pattern of cylinder 1
|
3
|
Type of fracture pattern of cylinder 2
|
3
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Correction factor for cylinder 2
|
1
|
Age of specimen
|
7 days
|
Age of specimen in hours
|
no data0 hours
|
Serial number of delivery ticket, if available
|
no data
|
Test 6 of 6
DIME Test ID: 2023-08-18-25-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/20/2023
Date Tested: 09/15/2023
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)
|
4470 psi
|
Maximum load on cylinder 1
|
55560 lb
|
Maximum load on cylinder 2
|
56820 lb
|
Maximum load on cylinder 3
|
56060 lb
|
Type of fracture pattern of cylinder 1
|
4
|
Type of fracture pattern of cylinder 2
|
3
|
Type of fracture pattern of cylinder 3
|
4
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
1
|
Correction factor for cylinder 2
|
1
|
Correction factor for cylinder 3
|
1
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data0 hours
|
Serial number of delivery ticket, if available
|
no data
|