Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214640 DEA: 042J7204 EFIS: 0415000016
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-580-1.17
Work Description: STEGE DRAIN SUPER-STRUCTURE, PRECAST VOIDED SLABS
Location Description: CONTRA COSTA COUNTY IN RICHMOND FROM 0.3 MILE EAST OF STEGE DRAIN BRIDGE TO 0.3 MILE WEST OF BAYVIEW AVENUE OVERCROSSING
Contractor Name: GORDON N BALL INC
Contractor Address: 333 CAMILLE AVENUE, ALAMO CA 94507
Resident Engineer: Luis Melendez Structure Rep.: Laraine Woo
DIME Sample ID: 2021-09-16-38
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: 09/16/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2021
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
The concrete mix design number: K4680-553 CPE
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 112051
Concrete batch plant:
The fabricator/manufacturer designation for the sample: 21-014 9/16/2021
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: voided slab
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-09-16-38-1
Test Method: ASTM C143-15a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 10/01/2021
Date Tested: 09/16/2021
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:
DIME Test ID: 2021-09-16-38-2
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 10/01/2021
Date Tested: 09/16/2021
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:
DIME Test ID: 2021-09-16-38-3
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 10/01/2021
Date Tested: 09/16/2021
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:
Identification of concrete represented by the sample
|
112051
|
Volume of the measure
|
0.25 ft^3
|
Density of concrete
|
152.8 lb/ft^3
|
Yield of concrete
|
no data
|
Relative yield of the batch
|
no data
|
Cement content
|
no data
|
Air content
|
no data
|
DIME Test ID: 2021-09-16-38-4
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/01/2021
Date Tested: 09/17/2021
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
|
4.00 in
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Compressive strength of cylinder (to nearest 10 psi)
|
4250 psi
|
Maximum load on cylinder 1
|
53430 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
|
19 days
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2021-09-16-38-5
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/01/2021
Date Tested: 09/17/2021
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
|
3
|
Test performed
|
With no density determined
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 3
|
4.00 in
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
Compressive strength (to nearest 10 psi)
|
4950 psi
|
Maximum load on cylinder 1
|
62970 lb
|
Maximum load on cylinder 2
|
61300 lb
|
Maximum load on cylinder 3
|
62240 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
|
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
|
1 days
|
Age of specimen in hours
|
28 hours
|
DIME Test ID: 2021-09-16-38-6
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/01/2021
Date Tested: 10/01/2021
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
|
3
|
Test performed
|
With no density determined
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 3
|
4.00 in
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
Compressive strength (to nearest 10 psi)
|
10060 psi
|
Maximum load on cylinder 1
|
131330 lb
|
Maximum load on cylinder 2
|
118840 lb
|
Maximum load on cylinder 3
|
129190 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
|
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
|
15 days
|
Age of specimen in hours
|
0 hours
|