Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212737 DEA: 060S8304 EFIS: 0615000046
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-44.4-45.4
Work Description: TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location Description: IN FRESNO COUNTY AT TUMEY GULCH.
Contractor Name: Bruce Shumacher
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Ben Holton
DIME Sample ID: 2023-01-06-23
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/07/2023
The quantity of what the sample constitutes: Unknown Quantity
A brief description of the sample: Abutment 1 & 2
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
The concrete mix design number: G67534S
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 419321
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Mixer truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-01-06-23-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/17/2023
Date Tested: 01/13/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
3
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Average diameter of cylinder 3
|
4.01 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
|
12.63 in^2
|
Compressive strength (to nearest 10 psi)
|
5230 psi
|
Maximum load on cylinder 1
|
65980 lb
|
Maximum load on cylinder 2
|
67630 lb
|
Maximum load on cylinder 3
|
63770 lb
|
Compressive strength of cylinder 1
|
5249.0 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
5380.3 psi
|
Compressive strength of cylinder 3
|
5049.1 psi
|
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
|
7 days
|
Age of specimen in hours
|
0 hours
|
DIME Test ID: 2023-01-06-23-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/07/2023
Date Tested: 02/03/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
3
|
Test performed
|
With no density determined
|
Average diameter of cylinder 1
|
4.01 in
|
Average diameter of cylinder 2
|
4.01 in
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 3
|
4.01 in
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
Compressive strength (to nearest 10 psi)
|
7730 psi
|
Maximum load on cylinder 1
|
98910 lb
|
Maximum load on cylinder 2
|
99900 lb
|
Maximum load on cylinder 3
|
94000 lb
|
Compressive strength of cylinder 1
|
7831.4 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
7909.7 psi
|
Compressive strength of cylinder 3
|
7442.6 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
|
28 days
|
Age of specimen in hours
|
0 hours
|