Sample Record for 2021-05-26-45
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: Jim Rogers Structure Rep.: Caleb Toy
Sample Information
DIME Sample ID: 2021-05-26-45
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: 05/26/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/27/2021
The quantity of what the sample constitutes: 38 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: 110335
Concrete batch plant:
The fabricator/manufacturer designation for the sample: 5S 5/26/21
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 6
DIME Test ID: 2021-05-26-45-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/21/2021
Date Tested: 05/27/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: gregory.lask@kiewit.com
Organization Phone: (925) 331-7122
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)
|
3550 psi
|
Maximum load on cylinder 1
|
100350 lb
|
Type of fracture pattern of cylinder 1
|
2
|
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
|
17 hours
|
Test 2 of 6
DIME Test ID: 2021-05-26-45-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/21/2021
Date Tested: 05/27/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: gregory.lask@kiewit.com
Organization Phone: (925) 331-7122
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)
|
3910 psi
|
Maximum load on cylinder 1
|
110420 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
|
24 hours
|
Test 3 of 6
DIME Test ID: 2021-05-26-45-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/21/2021
Date Tested: 05/27/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: gregory.lask@kiewit.com
Organization Phone: (925) 331-7122
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)
|
4160 psi
|
Maximum load on cylinder 1
|
117510 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
|
27 hours
|
Test 4 of 6
DIME Test ID: 2021-05-26-45-4
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/21/2021
Date Tested: 06/09/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: gregory.lask@kiewit.com
Organization Phone: (925) 331-7122
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)
|
6220 psi
|
Maximum load on cylinder 1
|
175800 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 5 of 6
DIME Test ID: 2021-05-26-45-5
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/21/2021
Date Tested: 06/23/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: gregory.lask@kiewit.com
Organization Phone: (925) 331-7122
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)
|
6340 psi
|
Maximum load on cylinder 1
|
179330 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 6 of 6
DIME Test ID: 2021-05-26-45-6
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/21/2021
Date Tested: 06/28/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: gregory.lask@kiewit.com
Organization Phone: (925) 331-7122
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)
|
6540 psi
|
Maximum load on cylinder 1
|
192010 lb
|
Maximum load on cylinder 2
|
177820 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
|
33 days
|
Age of specimen in hours
|
0 hours
|