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Sample Record for 2021-06-02-30

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Project Information

Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-L0.2/R6.1
Work Description: Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location Description: FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
Contractor Name: FLATIRON WEST INC
Contractor Address: 2100 Goodyear Rd., Benicia, CA 94510
Resident Engineer: Rodney Murphy Structure Rep.: Ken Haas

Sample Information

DIME Sample ID: 2021-06-02-30
TL Number from the TL Form:
Sample Submitted By Organization: Kie-Con, Inc.
Sample Organization Contact: (925) 754-9494
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/02/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2021
The quantity of what the sample constitutes: 37 CY
A brief description of the sample: 6x12 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: CTP70-V41
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 110408
Concrete batch plant:
The fabricator/manufacturer designation for the sample: 3S 6/2/21
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: 14 Inch Square Pile
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 5

DIME Test ID: 2021-06-02-30-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/21/2021
Date Tested: 06/03/2021
Submitted By Organization: Kie-Con, Inc.
Organization Address: 3550 Wilbur Ave,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: estuardo.ramirez@kiecon.com
Organization Phone: (925) 754-9494
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
Average diameter of cylinder 1 6.00 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength of cylinder (to nearest 10 psi) 4860 psi
Maximum load on cylinder 1 137260 lb
Type of fracture pattern of cylinder 1 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 1 days
Age of specimen in hours 19 hours

Test 2 of 5

DIME Test ID: 2021-06-02-30-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/21/2021
Date Tested: 06/16/2021
Submitted By Organization: Kie-Con, Inc.
Organization Address: 3550 Wilbur Ave,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: estuardo.ramirez@kiecon.com
Organization Phone: (925) 754-9494
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
Average diameter of cylinder 1 6.00 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength of cylinder (to nearest 10 psi) 6570 psi
Maximum load on cylinder 1 185270 lb
Type of fracture pattern of cylinder 1 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 14 days
Age of specimen in hours 0 hours

Test 3 of 5

DIME Test ID: 2021-06-02-30-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/21/2021
Date Tested: 06/29/2021
Submitted By Organization: Kie-Con, Inc.
Organization Address: 3550 Wilbur Ave,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: estuardo.ramirez@kiecon.com
Organization Phone: (925) 754-9494
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
Average diameter of cylinder 1 6.00 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength of cylinder (to nearest 10 psi) 6400 psi
Maximum load on cylinder 1 181010 lb
Type of fracture pattern of cylinder 1 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 27 days
Age of specimen in hours 0 hours

Test 4 of 5

DIME Test ID: 2021-06-02-30-4
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/21/2021
Date Tested: 06/30/2021
Submitted By Organization: Kie-Con, Inc.
Organization Address: 3550 Wilbur Ave,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: estuardo.ramirez@kiecon.com
Organization Phone: (925) 754-9494
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
Average diameter of cylinder 1 6.00 in
Capped in accordance with? ASTM C617 - Sulfur Mortar Cap
Compressive strength of cylinder (to nearest 10 psi) 6490 psi
Maximum load on cylinder 1 183490 lb
Type of fracture pattern of cylinder 1 1
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Age of specimen 28 days
Age of specimen in hours 0 hours

Test 5 of 5

DIME Test ID: 2021-06-02-30-5
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/21/2021
Date Tested: 07/07/2021
Submitted By Organization: Kie-Con, Inc.
Organization Address: 3550 Wilbur Ave,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: estuardo.ramirez@kiecon.com
Organization Phone: (925) 754-9494
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 4
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
Average diameter of cylinder 3 6.00 in
Average diameter of cylinder 4 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
Cross sectional area of cylinder 4 28.27 in^2
Compressive strength (to nearest 10 psi) 6790 psi
Maximum load on cylinder 1 185560 lb
Maximum load on cylinder 2 192170 lb
Maximum load on cylinder 3 189980 lb
Maximum load on cylinder 4 199720 lb
Type of fracture pattern of cylinder 1 1
Type of fracture pattern of cylinder 2 1
Type of fracture pattern of cylinder 3 1
Type of fracture pattern of cylinder 4 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
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Age of specimen 35 days
Age of specimen in hours 0 hours

Tests Assigned to this Sample

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