Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215620 DEA: 01436404 EFIS: 0100000193
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-35.8/36.5
Work Description: Dr. Fine Bridge Replacement
Location Description: DR. FINE BRIDGE REPLACEMENT FROM LAKE EARL DR TO S FRED D. HAIGHT DR ON HWY 101 ACROSS SMITH RIVER.
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Clayton Malmberg Structure Rep.: Brian Cinkutis
DIME Sample ID: 2025-10-04-7
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - Crescent City Field Laboratory
Sample Organization Contact: (707) 496-5581
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2025
The quantity of what the sample constitutes: 600
A brief description of the sample: Deck Pour 3
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tidewater Bar Pit
The concrete mix design number: SR C1 (B) NA
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: xxxx
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-10-04-7-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/17/2025
Date Tested: 10/17/2025
Submitted By Organization: CT D01 - Crescent City Field Laboratory
Organization Address: 1444 Parkway Dr.,
Organization City: Crescent City
Organization State: CA
Organization Zipcode: 95531
Organization Email: clayton.malmberg@dot.ca.gov
Organization Phone: (707) 496-5581
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)
|
4410 psi
|
|
Maximum load on cylinder 1
|
55881 lb
|
|
Maximum load on cylinder 2
|
55542 lb
|
|
Maximum load on cylinder 3
|
54697 lb
|
|
Compressive strength of cylinder 1
|
4445.6 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
4418.6 psi
|
|
Compressive strength of cylinder 3
|
4351.4 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
|
13 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2025-10-04-7-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/13/2025
Date Tested: 11/13/2025
Submitted By Organization: CT D01 - Crescent City Field Laboratory
Organization Address: 1444 Parkway Dr.,
Organization City: Crescent City
Organization State: CA
Organization Zipcode: 95531
Organization Email: clayton.malmberg@dot.ca.gov
Organization Phone: (707) 496-5581
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)
|
6430 psi
|
|
Maximum load on cylinder 1
|
80136 lb
|
|
Maximum load on cylinder 2
|
82456 lb
|
|
Maximum load on cylinder 3
|
80064 lb
|
|
Compressive strength of cylinder 1
|
6375.2 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
6559.7 psi
|
|
Compressive strength of cylinder 3
|
6369.5 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
|
40 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2025-10-04-7-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/14/2025
Date Tested: 10/14/2025
Submitted By Organization: CT D01 - Crescent City Field Laboratory
Organization Address: 1444 Parkway Dr.,
Organization City: Crescent City
Organization State: CA
Organization Zipcode: 95531
Organization Email: clayton.malmberg@dot.ca.gov
Organization Phone: (707) 496-5581
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)
|
4080 psi
|
|
Maximum load on cylinder 1
|
49935 lb
|
|
Maximum load on cylinder 2
|
51160 lb
|
|
Maximum load on cylinder 3
|
52718 lb
|
|
Compressive strength of cylinder 1
|
3972.6 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
4070.0 psi
|
|
Compressive strength of cylinder 3
|
4194 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
|
10 days
|
|
Age of specimen in hours
|
no data0 hours
|
