Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993253 DEA: 033F0604 EFIS: 0312000052
QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-162-76.3/78.6
Work Description:
Location Description:
Contractor Name: GOLDEN STATE BRIDGE
Contractor Address: 3701 Mallard Drive, Benicia, CA 94510
Resident Engineer: Dustin Watts Structure Rep.: Matt Crete
DIME Sample ID: 2024-10-08-46
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3667 - Chico
Sample Organization Contact: (530) 713-7871
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/08/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2024
The quantity of what the sample constitutes: Frame 6 Deck, Pour 2, Sample 1
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mathews Readymix
The concrete mix design number: 075157P25
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2024100801
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: On Job Site at Concrete Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-10-08-46-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/06/2024
Date Tested: 10/15/2024
Submitted By Organization: CT D03 - Chico Field Laboratory
Organization Address: 2707 Notre Dame Boulevard,
Organization City: Chico
Organization State: CA
Organization Zipcode: 95928
Organization Email: bmckeehan@ghirardelliassoc.com
Organization Phone: (916) 799-4305
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)
|
4540 psi
|
|
Maximum load on cylinder 1
|
56940 lb
|
|
Maximum load on cylinder 2
|
57510 lb
|
|
Maximum load on cylinder 3
|
56830 lb
|
|
Compressive strength of cylinder 1
|
4529.8 psi
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Compressive strength of cylinder 2
|
4575.2 psi
|
|
Compressive strength of cylinder 3
|
4521.1 psi
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
Type of fracture pattern of cylinder 3
|
5
|
|
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
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-10-08-46-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/27/2024
Date Tested: 11/27/2024
Submitted By Organization: CT D03 - Chico Field Laboratory
Organization Address: 2707 Notre Dame Boulevard,
Organization City: Chico
Organization State: CA
Organization Zipcode: 95928
Organization Email: bmckeehan@ghirardelliassoc.com
Organization Phone: (916) 799-4305
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)
|
6090 psi
|
|
Maximum load on cylinder 1
|
76950 lb
|
|
Maximum load on cylinder 2
|
74460 lb
|
|
Maximum load on cylinder 3
|
78230 lb
|
|
Compressive strength of cylinder 1
|
6121.7 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
5923.6 psi
|
|
Compressive strength of cylinder 3
|
6223.5 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
2
|
|
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
|
42 days
|
|
Age of specimen in hours
|
no data0 hours
|
