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: 2024-07-01-94
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: 07/01/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2024
The quantity of what the sample constitutes: 6 cores
A brief description of the sample: Shotcrete Cores
From where was the sample collected: Job Site
Laboratory sample identification: 276650
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: 2374
The batch plant ticket number from where the sample was collected: 428657
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Shotcrete Retaining Wall
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-07-01-94-1
Test Method: ASTM C42-13: Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete
Verified Date: 07/31/2024
Date Tested: 07/29/2024
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
|
5.63 in
|
|
L/D Ratio
|
1.9
|
|
Diameter of Core
|
3 in
|
|
Type of Fracture
|
3
|
|
Age of Specimen
|
28 days
|
|
Compressive Strength
|
6900 psi
|
|
Correction Factor
|
no data0
|
|
Corrected Strength
|
6900 psi
|
|
Calculated Density
|
no data0 lb/ft^3
|
DIME Test ID: 2024-07-01-94-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 07/31/2024
Date Tested: 07/29/2024
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
7.07 in^2
|
|
Cross sectional area of cylinder 2
|
7.07 in^2
|
|
Cross sectional area of cylinder 3
|
7.07 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
6470 psi
|
|
Average diameter of cylinder 1
|
3.00 in
|
|
Average diameter of cylinder 2
|
3.00 in
|
|
Average diameter of cylinder 3
|
3.00 in
|
|
Maximum load on cylinder 1
|
48810 lb
|
|
Maximum load on cylinder 2
|
45480 lb
|
|
Maximum load on cylinder 3
|
42890 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
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
|
28 days
|
DIME Test ID: 2024-07-01-94-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 07/31/2024
Date Tested: 07/29/2024
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
7.07 in^2
|
|
Cross sectional area of cylinder 2
|
7.07 in^2
|
|
Cross sectional area of cylinder 3
|
7.07 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
7750 psi
|
|
Average diameter of cylinder 1
|
3.00 in
|
|
Average diameter of cylinder 2
|
3.00 in
|
|
Average diameter of cylinder 3
|
3.00 in
|
|
Maximum load on cylinder 1
|
58390 lb
|
|
Maximum load on cylinder 2
|
57300 lb
|
|
Maximum load on cylinder 3
|
48710 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
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
|
28 days
|
