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

Sample Record for 2020-05-20-16


Project Information

Project ID: 214292 DEA: 060Q9004 EFIS: 0614000047 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-180-92.2,130.1
Work Description: REPLACE BRIDGE RAILS.
Location Description: FRESNO COUNTY NEAR SQUAW VALLEY AT MILL CREEK BRIDGE AND NEAR BOYDEN CAVE AT SOUTH FORK KINGS RIVER BRIDGE
Contractor Name: BUGLER CONSTRUCTION Contractor Address: 4847 Hopyard Rd., Suite 4 #395
Resident Engineer: Donald Hiura Structure Rep.: Quiroz, Nathan

Sample Information

DIME Sample ID: 2020-05-20-16
TL Number from the TL Form:
Sample Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Sample Organization Contact: 559-292-2188
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 05/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2020
The quantity of what the sample constitutes: two cylinders
A brief description of the sample: PCC
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

The concrete mix design number: 72T1X10
The truck number from where the sample was collected: 104
The batch plant ticket number from where the sample was collected: 78360
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: Unknown
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 7

DIME Test ID: 2020-05-20-16-1
Test Method: ASTM C143-15a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 05/29/2020
Date Tested: 05/20/2020
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.
Test General Comments:
Additional Comments When Verified:
Slump 6 inch

Test Results

Test 2 of 7

DIME Test ID: 2020-05-20-16-2
Test Method: CTM 504-June 2010: Method of Test for Determining Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 05/29/2020
Date Tested: 05/20/2020
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.
Test General Comments:
Additional Comments When Verified:
Air Content 1.5 %

Test Results

Test 3 of 7

DIME Test ID: 2020-05-20-16-3
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/29/2020
Date Tested: 05/27/2020
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.
Test General Comments:
Additional Comments When Verified:
Number of specimens 2
Average Compressive Strength (to nearest 10) 4200 lb/in^2
Cylinder Age 7 days
Break Description of Cylinder 1 (if not 'cone') no data
Break Description of Cylinder 2 (if not 'cone') no data

Test Results

Test 4 of 7

DIME Test ID: 2020-05-20-16-4
Test Method: CTM 518-June 2010: Method of Test for Unit Weight of Fresh Concrete
Verified Date: 05/29/2020
Date Tested: 05/20/2020
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.
Test General Comments:
Additional Comments When Verified:
Unit weight of the concrete 154 lb/ft^3
Volume of the concrete 8 yd^3
Cement content 7.18 lb/yd^3

Test Results

Test 5 of 7

DIME Test ID: 2020-05-20-16-5
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/01/2020
Date Tested: 05/27/2020
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.
Test General Comments:
Additional Comments When Verified:
Number of specimens 2
Average Compressive Strength (to nearest 10) 4200 lb/in^2
Cylinder Age 7 days
Break Description of Cylinder 1 (if not 'cone') no data
Break Description of Cylinder 2 (if not 'cone') no data

Test Results

Test 6 of 7

DIME Test ID: 2020-05-20-16-6
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/01/2020
Date Tested: 06/03/2020
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.
Test General Comments:
Additional Comments When Verified:
Number of specimens 2
Average Compressive Strength (to nearest 10) 4780 lb/in^2
Cylinder Age 14 days
Break Description of Cylinder 1 (if not 'cone') no data
Break Description of Cylinder 2 (if not 'cone') no data

Test Results

Test 7 of 7

DIME Test ID: 2020-05-20-16-7
Test Method: CTM 521-June 2012: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/01/2020
Date Tested: 06/17/2020
Submitted By Organization: Trinity Engineering Laboratories, Inc. - Fresno
Organization Address: 2437 N. Sunnyside Ave.
Test General Comments:
Additional Comments When Verified:
Number of specimens 2
Average Compressive Strength (to nearest 10) 5450 lb/in^2
Cylinder Age 28 days
Break Description of Cylinder 1 (if not 'cone') no data
Break Description of Cylinder 2 (if not 'cone') no data