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Sample Record for 2023-01-31-16

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993121 DEA: 032H62U4 EFIS: 0319000021 QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-20-25.6/39.8
Work Description: ROADWAY EXCAVATION, HMA (TYPE A) WITH CLASS 2 AB, RCB CULVERT AND RCP.
Location Description: NEVADA COUNTY NEAR OMEGA AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF CONSERVATION ROAD (WASHINGTON RIDGE ROAD) TO 1.2 MILES WEST OF ZEIBRIGHT ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Jeff Johnson Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-01-31-16
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: 01/31/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2023
The quantity of what the sample constitutes: 2 truck loads
A brief description of the sample: Concrete Cylinder
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Universal Precast Concrete

Material Information

The concrete mix design number: PC65A0E2
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 30689
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 on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2023-01-31-16-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 02/10/2023
Date Tested: 01/31/2023
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:
Temperature 68 F

Test 2 of 4

DIME Test ID: 2023-01-31-16-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 02/10/2023
Date Tested: 01/31/2023
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:
Slump 6.75 inch

Test 3 of 4

DIME Test ID: 2023-01-31-16-3
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 02/10/2023
Date Tested: 01/31/2023
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:
Air content 7 %

Test 4 of 4

DIME Test ID: 2023-01-31-16-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/18/2023
Date Tested: 02/28/2023
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:
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) 4410 psi
Maximum load on cylinder 1 56600 lb
Maximum load on cylinder 2 56630 lb
Maximum load on cylinder 3 53200 lb
Type of fracture pattern of cylinder 1 5
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