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Sample Record for 2021-05-21-35

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

Project Information

Project ID: 215462 DEA: 080C8704 EFIS: 0800000064 COOP: 081687 QA Service Level: 2
DIST-CO-RTE-PM: 08-SBD-SR 60-R2.08/2.80
Work Description: The project scope of work is widening approximately .7 miles of SR-60 at Central Avenue to accommodate three through-lanes with provisions for a future lane, two left-turn lanes, standard shoulders, bike path, and sidewalk in both the northbound and southbound directions
Location Description: Project Limits are SR-60 from 0.3 miles west to 0.4 miles east of Central Ave. PM 2.08/2.80 in Chino.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Kee Ooi Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-21-35
TL Number from the TL Form:
Sample Submitted By Organization: Kie-Con, Incorporated - Antioch
Sample Organization Contact: (925) 331-7122
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 05/21/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/22/2021
The quantity of what the sample constitutes: 35 CY
A brief description of the sample: 6 X12 Concrete Cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: KIE-CON, INC

Material Information

The concrete mix design number: K6080-603 CPA
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 110247
Concrete batch plant:
The fabricator/manufacturer designation for the sample: 20-121 5/21/2021
A detailed description of where the material sample was collected: Concrete sample from wheelbarrow
Where the material sample would have been placed if not sampled: Wide Flange Girder
From Lot No.:
Bag Lot No.:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2021-05-21-35-1
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 10/04/2021
Date Tested: 05/21/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Slump 6.5 inch

Test 2 of 5

DIME Test ID: 2021-05-21-35-2
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 10/04/2021
Date Tested: 05/21/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 72 F

Test 3 of 5

DIME Test ID: 2021-05-21-35-3
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 10/04/2021
Date Tested: 05/21/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Identification of concrete represented by the sample 110247
Volume of the measure 0.25 ft^3
Density of concrete 150.8 lb/ft^3
Yield of concrete no data
Relative yield of the batch no data
Cement content no data
Air content no data

Test 4 of 5

DIME Test ID: 2021-05-21-35-4
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/04/2021
Date Tested: 05/22/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
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
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
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) 5830 psi
Maximum load on cylinder 1 163770 lb
Maximum load on cylinder 2 165870 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
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 1 days
Age of specimen in hours 28 hours

Test 5 of 5

DIME Test ID: 2021-05-21-35-5
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/04/2021
Date Tested: 06/18/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
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
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
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) 9150 psi
Maximum load on cylinder 1 259590 lb
Maximum load on cylinder 2 257590 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
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 28 days
Age of specimen in hours no data0 hours