Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213653 DEA: 044G8204 EFIS: 0413000049
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-10.6/10.8
Work Description: REPLACE SAN RAFAEL HARBOR BRIDGE (ABC)
Location Description: MARIN COUTY, IN SAN RAFAEL, FROM ROUTE 101 NORTHBOUND OFF-RAMP TO 2ND STREET
Contractor Name: Gordon N. Ball
Contractor Address: 333 Camille Ave., Alamo, CA 94507
Resident Engineer: Dawit Habteselassie Structure Rep.: Long N Ly
DIME Sample ID: 2020-10-22-12
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: 10/22/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/23/2020
The quantity of what the sample constitutes: 3.3 CY
A brief description of the sample: 1 inch Rock cement and slag mix
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name: PRECAST MOCK UP
The fabricator/manufacturer/facility name: KIE-CON, INC
The concrete mix design number: K4500x
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 108214
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: concrete sample from wheelb barrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2020-10-22-12-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/28/2020
Date Tested: 10/23/2020
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/CTM521
|
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)
|
4250 psi
|
Maximum load on cylinder 1
|
118740 lb
|
Maximum load on cylinder 2
|
121350 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
|
0 hours
|
DIME Test ID: 2020-10-22-12-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/15/2021
Date Tested: 11/18/2020
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/CTM521
|
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)
|
9510 psi
|
Maximum load on cylinder 1
|
275210 lb
|
Maximum load on cylinder 2
|
262680 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
|
27 days
|
Age of specimen in hours
|
654 hours
|