Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993868 DEA: 050C7324 EFIS: 0512000228
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-13.4/14.9
Work Description: CONSTRUCT PEDESTRIAN OVERCROSSING AND AUXILIARY LANE.
Location Description: SANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM 0.2 MILE SOUTH OF 41ST AVENUE OVERCROSSING TO 0.2 MILE NORTH OF SOQUEL DRIVE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 585 BEACH STREET, WATSONVILLE CA 95076
Resident Engineer: Gareth Gill Structure Rep.: Chris McDermott
DIME Sample ID: 2023-06-22-8
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: 06/22/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/22/2023
The quantity of what the sample constitutes: 9.00yds
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: C85A4M6
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 32153
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: 2023-06-22-8-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 06/23/2023
Date Tested: 06/22/2023
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:
DIME Test ID: 2023-06-22-8-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 06/23/2023
Date Tested: 06/22/2023
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:
DIME Test ID: 2023-06-22-8-3
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 06/23/2023
Date Tested: 06/22/2023
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:
Identification of concrete represented by the sample
|
GC0622
|
Volume of the measure
|
0.248 ft^3
|
Density of concrete
|
143.9 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: 2023-06-22-8-4
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 06/23/2023
Date Tested: 06/22/2023
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:
DIME Test ID: 2023-06-22-8-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/23/2023
Date Tested: 06/23/2023
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)
|
1610 psi
|
Maximum load on cylinder 1
|
20175 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: 2023-06-22-8-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/29/2023
Date Tested: 06/29/2023
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
|
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
|
12.57 in^2
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
Compressive strength (to nearest 10 psi)
|
4240 psi
|
Maximum load on cylinder 1
|
54051 lb
|
Maximum load on cylinder 2
|
52543 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
|
DIME Test ID: 2023-06-22-8-7
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/20/2023
Date Tested: 07/20/2023
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
|
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
|
12.57 in^2
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
Compressive strength (to nearest 10 psi)
|
3240 psi
|
Maximum load on cylinder 1
|
41100 lb
|
Maximum load on cylinder 2
|
41980 lb
|
Maximum load on cylinder 3
|
38970 lb
|
Type of fracture pattern of cylinder 1
|
3
|
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
|
28 days
|
Age of specimen in hours
|
0 hours
|
Serial number of delivery ticket, if available
|
no data
|