Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994574 DEA: 050C7334 EFIS: 0518000116
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-1-10.5/13.4
Work Description: CONSTRUCT OVERCROSSING AND AUXILIARY LANE/ Replace Capitola Ave OC + RWs and SWs
Location Description: SANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM STATE PARK DRIVE OVERCROSSING TO 0.2 MILE NORTH OF BAY AVENUE UNDERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 580 West Beach Street, Watsonville, CA 95076
Resident Engineer: Fernando Dos Santos Structure Rep.: Daniel Dait
DIME Sample ID: 2024-05-16-100
TL Number from the TL Form:
Sample Submitted By Organization: Construction Testing Services
Sample Organization Contact: (925) 351-6905
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 05/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2024
The quantity of what the sample constitutes: 3 cores
A brief description of the sample: Shotcrete Cores
From where was the sample collected: Job Site
Laboratory sample identification: 274934
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock
The concrete mix design number: 08S855
The truck number from where the sample was collected: 2362
The batch plant ticket number from where the sample was collected: 427872
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Shotcrete Mockup
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-05-16-100-1
Test Method: ASTM C42-13: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
Verified Date: 06/27/2024
Date Tested: 06/13/2024
Submitted By Organization: Construction Testing Services
Organization Address: 2118 Rheem Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: rring@cts-1.com
Organization Phone: (925) 351-6905
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Length of Core
|
5.98 in
|
|
L/D Ratio
|
2.19
|
|
Diameter of Core
|
2.73 in
|
|
Type of Fracture
|
3
|
|
Age of Specimen
|
28 days
|
|
Compressive Strength
|
5950 psi
|
|
Correction Factor
|
no data0
|
|
Corrected Strength
|
5950 psi
|
|
Calculated Density
|
no data0 lb/ft^3
|
DIME Test ID: 2024-05-16-100-2
Test Method: ASTM C42-13: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
Verified Date: 06/27/2024
Date Tested: 06/13/2024
Submitted By Organization: Construction Testing Services
Organization Address: 2118 Rheem Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: rring@cts-1.com
Organization Phone: (925) 351-6905
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Length of Core
|
6 in
|
|
L/D Ratio
|
2.18
|
|
Diameter of Core
|
2.75 in
|
|
Type of Fracture
|
3
|
|
Age of Specimen
|
28 days
|
|
Compressive Strength
|
5810 psi
|
|
Correction Factor
|
no data0
|
|
Corrected Strength
|
5810 psi
|
|
Calculated Density
|
no data0 lb/ft^3
|
DIME Test ID: 2024-05-16-100-3
Test Method: ASTM C42-13: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
Verified Date: 06/27/2024
Date Tested: 06/13/2024
Submitted By Organization: Construction Testing Services
Organization Address: 2118 Rheem Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: rring@cts-1.com
Organization Phone: (925) 351-6905
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Length of Core
|
6.01 in
|
|
L/D Ratio
|
2.19
|
|
Diameter of Core
|
2.74 in
|
|
Type of Fracture
|
3
|
|
Age of Specimen
|
28 days
|
|
Compressive Strength
|
5890 psi
|
|
Correction Factor
|
no data0
|
|
Corrected Strength
|
5890 psi
|
|
Calculated Density
|
no data0 lb/ft^3
|
