Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000114 DEA: 060W8204 EFIS: 0617000304
QA Service Level: 1
DIST-CO-RTE-PM: 06-KIN-41-28.4/R40.1
Work Description: COLD PLANE WITH HOT MIX ASPHALT (TYPE A) AND RHMA-G.
Location Description: KINGS COUNTY AT AND NEAR STRATFORD FROM NEVADA AVENUE TO ROUTE 41/198 SEPARATION
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Oscar Sherrill Structure Rep.: Martin Garcia
DIME Sample ID: 2024-07-17-27
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 07/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/18/2024
The quantity of what the sample constitutes: 300
A brief description of the sample: PPC Cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 45-0014
Structure name: Empire No. 2 Canal Bridge
The fabricator/manufacturer/facility name: Cal Portland
The concrete mix design number: 172457
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 195200
Concrete batch plant: Cal Portland
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: NB Departure Barrier
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-07-17-27-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/24/2024
Date Tested: 07/24/2024
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:
|
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
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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)
|
3050 psi
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Maximum load on cylinder 1
|
37880 lb
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Maximum load on cylinder 2
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38580 lb
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Maximum load on cylinder 3
|
38570 lb
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Compressive strength of cylinder 1
|
3013.5 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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3069.2 psi
|
|
Compressive strength of cylinder 3
|
3068.4 psi
|
|
Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
|
3
|
|
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: 2024-07-17-27-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/30/2024
Date Tested: 07/30/2024
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar 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
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Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
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12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3470 psi
|
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Maximum load on cylinder 1
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42400 lb
|
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Maximum load on cylinder 2
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43970 lb
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Maximum load on cylinder 3
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44470 lb
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Compressive strength of cylinder 1
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3373.1 psi
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Type of fracture pattern of cylinder 1
|
2
|
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Compressive strength of cylinder 2
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3498.0 psi
|
|
Compressive strength of cylinder 3
|
3537.8 psi
|
|
Type of fracture pattern of cylinder 2
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2
|
|
Type of fracture pattern of cylinder 3
|
3
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|
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
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13 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2024-07-17-27-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/07/2024
Date Tested: 08/07/2024
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
|
4.00 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)
|
3860 psi
|
|
Maximum load on cylinder 1
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47670 lb
|
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Maximum load on cylinder 2
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48890 lb
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Maximum load on cylinder 3
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48850 lb
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Compressive strength of cylinder 1
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3792.4 psi
|
|
Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
|
3889.4 psi
|
|
Compressive strength of cylinder 3
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3886.2 psi
|
|
Type of fracture pattern of cylinder 2
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2
|
|
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
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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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21 days
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Age of specimen in hours
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no data0 hours
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