Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001195 DEA: 060Q5204 EFIS: 0613000190
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-168-48.2
Work Description: PLACE CONCRETE BARRIER AND STRUCTURAL CONCRETE BARRIER SLAB (SHAVER LAKE CONCRETE BARRIER RAIL UPGRADE).
Location Description: ON STATE HIGHWAY IN FRESNO COUNTY NEAR SHAVER LAKE AT STEVENSON CREEK.
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 granitecourt, fresno CA, 93706
Resident Engineer: Mohammed Alqutami Structure Rep.: Martin Garcia
DIME Sample ID: 2025-10-10-17
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/10/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/13/2025
The quantity of what the sample constitutes: 190cy
A brief description of the sample: Barrier Slab Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Outback Materials
The concrete mix design number: 72T1X39
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 44599
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-10-10-17-1
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 D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: Required strenght 4000 psi
Test Result Compliance: does not comply
Additional Comments When Verified:
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Unit system used?
|
US Units
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|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
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4.00 in
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Average diameter of cylinder 2
|
4.00 in
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Average diameter of cylinder 3
|
4.00 in
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Cross sectional area of cylinder 1
|
12.57 in^2
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Cross sectional area of cylinder 2
|
12.57 in^2
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Cross sectional area of cylinder 3
|
12.57 in^2
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Compressive strength (to nearest 10 psi)
|
2740 psi
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Maximum load on cylinder 1
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35700 lb
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Maximum load on cylinder 2
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33660 lb
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Maximum load on cylinder 3
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33790 lb
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Compressive strength of cylinder 1
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2840.1 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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2677.8 psi
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|
Compressive strength of cylinder 3
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2688.1 psi
|
|
Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
|
1
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Correction factor for cylinder 2
|
1
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Correction factor for cylinder 3
|
1
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Age of specimen
|
4 days
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Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2025-10-10-17-2
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 D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: Required strenght 4000 psi
Test Result Compliance: does not comply
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
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|
Cross sectional area of cylinder 1
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12.57 in^2
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|
Cross sectional area of cylinder 2
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12.57 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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3670 psi
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Maximum load on cylinder 1
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45830 lb
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Maximum load on cylinder 2
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45120 lb
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Maximum load on cylinder 3
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47420 lb
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Compressive strength of cylinder 1
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3646.0 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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3589.5 psi
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Compressive strength of cylinder 3
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3772.5 psi
|
|
Type of fracture pattern of cylinder 2
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5
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Type of fracture pattern of cylinder 3
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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Correction factor for cylinder 3
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1
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Age of specimen
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7 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2025-10-10-17-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/07/2025
Date Tested: 11/07/2025
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
General Comments for this Test: Required strenght 4000 psi @ 28 days
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 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
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|
Cross sectional area of cylinder 3
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12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
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4870 psi
|
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Maximum load on cylinder 1
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61260 lb
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Maximum load on cylinder 2
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59860 lb
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Maximum load on cylinder 3
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62360 lb
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Compressive strength of cylinder 1
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4873.5 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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4762.1 psi
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|
Compressive strength of cylinder 3
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4961 psi
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Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
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3
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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|
Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
|
1
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Correction factor for cylinder 3
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1
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Age of specimen
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28 days
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Age of specimen in hours
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no data0 hours
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