Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215741 DEA: 01366004 EFIS: 0100000127
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-80.0/84.0
Work Description: Indianola Cutoff UC
Location Description: HUMBOLDT COUNTY NEAR EUREKA FROM EUREKA SLOUGH BRIDGE TO BAYSIDE CUTOFF
Contractor Name: Granite Construction Company
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: Efren Banuelos Structure Rep.: Adlai Evans
DIME Sample ID: 2024-12-17-14
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Boyd Road Field Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 12/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/18/2024
The quantity of what the sample constitutes: 137 CY
A brief description of the sample: Three cylinders for 28-day break.
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 04-0314 (Indianola Cutoff UC)
Structure name: Indianola Cutoff UC
The fabricator/manufacturer/facility name: Eureka Ready mix
The concrete mix design number: E675SR
The truck number from where the sample was collected: 79
The batch plant ticket number from where the sample was collected: 40536
Concrete batch plant: Eureka Ready Mix Concrete Company
The fabricator/manufacturer designation for the sample: Eureka Ready Mix
A detailed description of where the material sample was collected: Concrete collected from the back of truck.
Where the material sample would have been placed if not sampled: ABUTMENT 2 FOOTING
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-12-17-14-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 01/14/2025
Date Tested: 01/14/2025
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1050 River Ranch Road,
Organization City: Fortuna
Organization State: California
Organization Zipcode: 95540
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
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
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)
|
4800 psi
|
|
Maximum load on cylinder 1
|
58480 lb
|
|
Maximum load on cylinder 2
|
61550 lb
|
|
Maximum load on cylinder 3
|
60870 lb
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
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
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
