Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 99999 DEA: 0322222
QA Service Level:
DIST-CO-RTE-PM: 03-SAC,OMG-888,99,80-0.6-0.6
Work Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Location Description: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Michael Maksimovich Structure Rep.: Unknown
DIME Sample ID: 2021-10-11-1
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Petaluma
Sample Organization Contact: (510) 867-6019
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/11/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/11/2021
The quantity of what the sample constitutes: 90 Cy
A brief description of the sample: concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: jomara facility
The concrete mix design number: 123
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 123
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Job site
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-10-11-1-1
Test Method: AASHTO T336-15: Standard Method of Test for Coefficient of Thermal Expansion of Hydraulic Cement Concrete
Verified Date: 10/11/2021
Date Tested: 10/11/2021
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: DIME Long Term Planning - Testing - Assume rigid frame
Test Result Compliance: complies
Additional Comments When Verified: DIME Long Term Planning - Test
Specimen diameter
|
150 mm
|
Specimen length L₀
|
300 mm
|
Frame Cf
|
0 mm/mm/°C
|
Temperature T₁
|
21.111 °C
|
Temperature T₂
|
26.667 °C
|
Temperature T₃
|
32.222 °C
|
Length L₁
|
300 mm
|
Length L₂
|
300.018 mm
|
Length L₃
|
300.036 mm
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ΔT₁=T₂-T₁
|
5.556 °C
|
Aggregate Type
|
Granite
|
ΔT₂=T₃-T₂
|
5.555 °C
|
ΔL₁=L₂-L₁
|
0.018 mm
|
ΔL₂=L₃-L₂
|
0.018 mm
|
ΔLf₁=Cf*L₀*ΔT₁
|
0 mm
|
ΔLf₂=Cf*L₀*ΔT₂
|
0 mm
|
ΔLa₁=Lm₁+ΔT₁
|
0.018 mm
|
ΔLa₂=Lm₂+ΔT₂
|
0.018 mm
|
CTE₁=ΔLa₁/ΔL₀/ΔT₁
|
0.000010799 mm
|
CTE₂=ΔLa₂/ΔL₀/ΔT₂
|
0.000010801 mm
|
Average CTE
|
0.000010800 mm/mm/°C
|
Average CTE
|
0.000006 in/in/°F
|