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Sample Record for 2021-07-23-24

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

Project Information

Project ID: 215126 DEA: 010G33U4 EFIS: 0120000002 QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20-5.1/6.3
Work Description: Widen shoulders and replace bridge with box culvert.
Location Description: LAKE COUNTY NEAR UPPER LAKE FROM 0.4 MILE WEST OF WITTER SPRINGS ROAD TO 0.4 MILE EAST OF BACHELOR CREEK BRIDGE
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: 1520 Fourth St., Berkeley, CA 94710
Resident Engineer: Katharine Perrin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-23-24
TL Number from the TL Form:
Sample Submitted By Organization: Universal Precast Concrete
Sample Organization Contact: (530) 243-6477
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/23/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/23/2021
The quantity of what the sample constitutes: 2
A brief description of the sample: conc. 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: 000766
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 2

DIME Test ID: 2021-07-23-24-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/19/2021
Date Tested: 07/30/2021
Submitted By Organization: Universal Precast Concrete
Organization Address: 16538 Clear Creek Rd.,
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 29 lb
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 3760 psi
Maximum load on cylinder 1 106530 lb
Maximum load on cylinder 2 105920 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
Correction factor for cylinder 2 1
Age of specimen 7 days
Age of specimen in hours 0 hours
Serial number of delivery ticket, if available no data

Test 2 of 2

DIME Test ID: 2021-07-23-24-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/19/2021
Date Tested: 08/20/2021
Submitted By Organization: Universal Precast Concrete
Organization Address: 16538 Clear Creek Rd.,
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 29 lb
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Average diameter of cylinder 3 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Cross sectional area of cylinder 3 28.27 in^2
Compressive strength (to nearest 10 psi) 5150 psi
Maximum load on cylinder 1 144235 lb
Maximum load on cylinder 2 148045 lb
Maximum load on cylinder 3 144655 lb
Type of fracture pattern of cylinder 1 2
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
Correction factor for cylinder 2 1
Correction factor for cylinder 3 1
Age of specimen 28 days
Age of specimen in hours 0 hours
Serial number of delivery ticket, if available no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.