Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995007 DEA: 061E7204 EFIS: 0622000092
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R27.0/R28.0
Work Description: WROUGHT IRON FENCE AND CONSTRUCT SOUND WALL.
Location Description: FRESNO COUNTY IN FRESNO AT VARIOUS LOCATIONS FROM DAKOTA AVENUE OVERCROSSING TO GETTYSBURG AVENUE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-04-03-24
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Department Acceptance
Type of Material: Concrete
Sample Taken Date: 04/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/04/2024
The quantity of what the sample constitutes: 285 CY
A brief description of the sample: Class 1 1”/PG
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CALPORTLAND
The concrete mix design number: 172457
The truck number from where the sample was collected: 3123
The batch plant ticket number from where the sample was collected: 1355814
Concrete batch plant: CALPORTLAND
The fabricator/manufacturer designation for the sample: Mix
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled: Soundwall footing
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-04-03-24-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/10/2024
Date Tested: 04/10/2024
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:
Test Result Compliance: does not comply
Additional Comments When Verified:
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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
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Average diameter of cylinder 1
|
4.00 in
|
|
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
|
|
Compressive strength (to nearest 10 psi)
|
3970 psi
|
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Maximum load on cylinder 1
|
49460 lb
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Maximum load on cylinder 2
|
51440 lb
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Maximum load on cylinder 3
|
48970 lb
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Compressive strength of cylinder 1
|
3934.8 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
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Compressive strength of cylinder 2
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4092.3 psi
|
|
Compressive strength of cylinder 3
|
3895.8 psi
|
|
Type of fracture pattern of cylinder 2
|
2
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Type of fracture pattern of cylinder 3
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
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
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2024-04-03-24-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 04/17/2024
Date Tested: 04/17/2024
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:
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
|
4.01 in
|
|
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
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12.63 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)
|
4600 psi
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Maximum load on cylinder 1
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57730 lb
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Maximum load on cylinder 2
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57930 lb
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Maximum load on cylinder 3
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58240 lb
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Compressive strength of cylinder 1
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4570.9 psi
|
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Type of fracture pattern of cylinder 1
|
3
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Compressive strength of cylinder 2
|
4608.6 psi
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|
Compressive strength of cylinder 3
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4633.3 psi
|
|
Type of fracture pattern of cylinder 2
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2
|
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Type of fracture pattern of cylinder 3
|
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
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1
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Correction factor for cylinder 3
|
1
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Age of specimen
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14 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2024-04-03-24-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 05/01/2024
Date Tested: 05/01/2024
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:
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
|
4.02 in
|
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Average diameter of cylinder 2
|
4.02 in
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Average diameter of cylinder 3
|
4.02 in
|
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Cross sectional area of cylinder 1
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12.69 in^2
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Cross sectional area of cylinder 2
|
12.69 in^2
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Cross sectional area of cylinder 3
|
12.69 in^2
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Compressive strength (to nearest 10 psi)
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5180 psi
|
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Maximum load on cylinder 1
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66370 lb
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Maximum load on cylinder 2
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65950 lb
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Maximum load on cylinder 3
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64790 lb
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Compressive strength of cylinder 1
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5230.1 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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5197.0 psi
|
|
Compressive strength of cylinder 3
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5105.6 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
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
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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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