Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994454 DEA: 010M7304 EFIS: 0123000063
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-211-77.2/78.59999999999999
Work Description: Fernbridge Earthquake Restoration (Bridge No. 04-0134)
Location Description:
Contractor Name: Myers and Sons Construction
Contractor Address: 4600 NORTHGATE BLVD, STE 100, Sacramento, CA 95834
Resident Engineer: Tai-Aqua Morgan-Marbet Structure Rep.: Ryan Duran
DIME Sample ID: 2023-03-18-30
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 03/18/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/18/2023
The quantity of what the sample constitutes: unknown
A brief description of the sample: Rapid Strength Concrete
From where was the sample collected: Job Site
Laboratory sample identification: C0151
Structure unique identifier: 04-0134
Structure name: Fern Bridge
The fabricator/manufacturer/facility name: CTS
The concrete mix design number: CTS-72-EHI
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: unknown
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: MIXER
Where the material sample would have been placed if not sampled: South Approach Deck and Girder
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-03-18-30-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/17/2023
Date Tested: 03/18/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
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
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.3 in^2
|
|
Cross sectional area of cylinder 2
|
28.3 in^2
|
|
Compressive strength (to nearest 10 psi)
|
2960 psi
|
|
Maximum load on cylinder 1
|
80582 lb
|
|
Maximum load on cylinder 2
|
86480 lb
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Type of fracture pattern of cylinder 2
|
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
|
|
Age of specimen
|
0 days
|
|
Age of specimen in hours
|
2 hours
|
DIME Test ID: 2023-03-18-30-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/17/2023
Date Tested: 03/18/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
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
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.3 in^2
|
|
Cross sectional area of cylinder 2
|
28.3 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4050 psi
|
|
Maximum load on cylinder 1
|
111170 lb
|
|
Maximum load on cylinder 2
|
117590 lb
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Type of fracture pattern of cylinder 2
|
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
|
|
Age of specimen
|
0 days
|
|
Age of specimen in hours
|
3 hours
|
DIME Test ID: 2023-03-18-30-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/17/2023
Date Tested: 04/15/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
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
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.3 in^2
|
|
Cross sectional area of cylinder 2
|
28.3 in^2
|
|
Compressive strength (to nearest 10 psi)
|
8510 psi
|
|
Maximum load on cylinder 1
|
235330 lb
|
|
Maximum load on cylinder 2
|
246230 lb
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Type of fracture pattern of cylinder 2
|
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
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
