Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993141 DEA: 060V1204 EFIS: 0616000207
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-99-R6.9/R7.6
Work Description: Cottonwood Creek Bridge Replacement - REPLACE BRIDGES AND CONSTRUCT RETAINING WALLS.
Location Description: MADERA COUNTY NEAR MADERA FROM 0.4 MILE SOUTH OF COTTONWOOD CREEK BRIDGE TO 0.1 MILE NORTH OF AVENUE 12 OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 3075 Townsgate Road, Westlake Village CA 91361
Resident Engineer: Din Dadawalla Structure Rep.: Ye Yang
DIME Sample ID: 2024-08-15-35
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: 08/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/16/2024
The quantity of what the sample constitutes: 520 CY
A brief description of the sample: Footing concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 06-xxxx
Structure name: Retaining walls 1&2
The fabricator/manufacturer/facility name: Ready Mix Builders Concrete- Ashlan
The concrete mix design number: ND10532
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 20240815
Concrete batch plant: Ashlan
The fabricator/manufacturer designation for the sample: Builders
A detailed description of where the material sample was collected: TAIL GATE
Where the material sample would have been placed if not sampled: Retaining walls 1&2 footings
From Lot No.:
Bag Lot No.:
DIME Test ID: 2024-08-15-35-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/24/2024
Date Tested: 08/23/2024
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: Set A
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
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
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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)
|
2460 psi
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Maximum load on cylinder 1
|
30630 lb
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Maximum load on cylinder 2
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30430 lb
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Maximum load on cylinder 3
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31750 lb
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Compressive strength of cylinder 1
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2436.8 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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2420.8 psi
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|
Compressive strength of cylinder 3
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2525.9 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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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
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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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8 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2024-08-15-35-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/24/2024
Date Tested: 08/23/2024
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: Set B
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
|
|
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
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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2830 psi
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Maximum load on cylinder 1
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37070 lb
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Maximum load on cylinder 2
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34770 lb
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Maximum load on cylinder 3
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35030 lb
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Compressive strength of cylinder 1
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2949.1 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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2766.1 psi
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Compressive strength of cylinder 3
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2786.8 psi
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Type of fracture pattern of cylinder 2
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3
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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
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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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8 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2024-08-15-35-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/13/2024
Date Tested: 09/13/2024
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: Lab Test No # 187A
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)
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4090 psi
|
|
Maximum load on cylinder 1
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52050 lb
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Maximum load on cylinder 2
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51410 lb
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Maximum load on cylinder 3
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50820 lb
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Compressive strength of cylinder 1
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4140.8 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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4089.9 psi
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Compressive strength of cylinder 3
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4043 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
|
|
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
|
1
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Age of specimen
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29 days
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Age of specimen in hours
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no data0 hours
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DIME Test ID: 2024-08-15-35-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/13/2024
Date Tested: 09/13/2024
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: Lab Test No # 187B
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)
|
4160 psi
|
|
Maximum load on cylinder 1
|
54180 lb
|
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Maximum load on cylinder 2
|
51870 lb
|
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Maximum load on cylinder 3
|
50840 lb
|
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Compressive strength of cylinder 1
|
4310.3 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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4126.5 psi
|
|
Compressive strength of cylinder 3
|
4044.6 psi
|
|
Type of fracture pattern of cylinder 2
|
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)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
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Age of specimen
|
29 days
|
|
Age of specimen in hours
|
no data0 hours
|
