Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994109 DEA: 060W1704 EFIS: 0617000103
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-41-R27.4/R28.5
Work Description: REMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL.
Location Description: FRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING
Contractor Name: RNR Construction, Inc
Contractor Address: 8589 Thys Court, Sacramento, CA,95828
Resident Engineer: Mark Mengoni Structure Rep.: Benjamin Holton
DIME Sample ID: 2023-05-04-21
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: 05/04/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/05/2023
The quantity of what the sample constitutes: 300CY
A brief description of the sample: structural concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: CIDH Foundation
The fabricator/manufacturer/facility name: Unknown
The concrete mix design number: 1549279
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 42615656
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Discharge from concrete truck into wheelbarrow.
Where the material sample would have been placed if not sampled: 41 Aux Lane
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-05-04-21-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/11/2023
Date Tested: 05/11/2023
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
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Cross sectional area of cylinder 2
|
12.63 in^2
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Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3190 psi
|
|
Maximum load on cylinder 1
|
38280 lb
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Maximum load on cylinder 2
|
43520 lb
|
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Maximum load on cylinder 3
|
38780 lb
|
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Compressive strength of cylinder 1
|
3045.3 psi
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Compressive strength of cylinder 2
|
3445.8 psi
|
|
Compressive strength of cylinder 3
|
3085.1 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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: 2023-05-04-21-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/19/2023
Date Tested: 05/18/2023
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
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
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12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4080 psi
|
|
Maximum load on cylinder 1
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52250 lb
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Maximum load on cylinder 2
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50690 lb
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Maximum load on cylinder 3
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51570 lb
|
|
Compressive strength of cylinder 1
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4137.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
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Compressive strength of cylinder 2
|
4013.5 psi
|
|
Compressive strength of cylinder 3
|
4083.1 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)
|
no data
|
|
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
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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
|
DIME Test ID: 2023-05-04-21-3
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/02/2023
Date Tested: 06/01/2023
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
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5140 psi
|
|
Maximum load on cylinder 1
|
63670 lb
|
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Maximum load on cylinder 2
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64880 lb
|
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Maximum load on cylinder 3
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66040 lb
|
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Compressive strength of cylinder 1
|
5041.2 psi
|
|
Type of fracture pattern of cylinder 1
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3
|
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Compressive strength of cylinder 2
|
5161.5 psi
|
|
Compressive strength of cylinder 3
|
5228.8 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
|
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
|
