Sample Record for 2022-09-23-56
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993333 DEA: 04264724 EFIS: 0419000068
QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-101-R20.8/27.1
Work Description: CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location Description: MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
Contractor Name: GHILOTTI CONSTRUCTION CO. INC. (RILEY GENAZZI & JOSH SERAFINO)
Contractor Address: 246 GHILOTTI AVE., SANTA ROSA, CA 95407
Resident Engineer: Fabio La Serna Structure Rep.: Jeremy Light
Sample Information
DIME Sample ID: 2022-09-23-56
TL Number from the TL Form:
Sample Submitted By Organization: Pavement Engineers
Sample Organization Contact: (530) 913-3751
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/23/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/24/2022
The quantity of what the sample constitutes: 5 yards
A brief description of the sample: 3728LV-SRA-Fibers
From where was the sample collected: Supplier
Laboratory sample identification: S22-051
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Shamrock Materials Petaluma
Material Information
The concrete mix design number: 3728LV-SRA-Fibers
The truck number from where the sample was collected: 1433
The batch plant ticket number from where the sample was collected: 428356
Concrete batch plant: Shamrock Materials Petaluma
The fabricator/manufacturer designation for the sample: 3728LV-SRA-Fibers
A detailed description of where the material sample was collected: Back of truck discharge chute
Where the material sample would have been placed if not sampled: trial batch only
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 5
DIME Test ID: 2022-09-23-56-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/12/2022
Date Tested: 09/30/2022
Submitted By Organization: Pavement Engineers
Organization Address: 3650 Industrial Boulevard,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: michelleh@pavementengineering.com
Organization Phone: (530) 913-3751
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Apparent mass of submerged cylinder 1
|
5.6 lb
|
|
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)
|
5170 psi
|
|
Maximum load on cylinder 1
|
64005 lb
|
|
Maximum load on cylinder 2
|
67135 lb
|
|
Maximum load on cylinder 3
|
63950 lb
|
|
Type of fracture pattern of cylinder 1
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3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
4
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1.00
|
|
Correction factor for cylinder 2
|
1.00
|
|
Correction factor for cylinder 3
|
1.00
|
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data
|
|
Serial number of delivery ticket, if available
|
428356
|
Test 2 of 5
DIME Test ID: 2022-09-23-56-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/12/2022
Date Tested: 10/07/2022
Submitted By Organization: Pavement Engineers
Organization Address: 3650 Industrial Boulevard,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: michelleh@pavementengineering.com
Organization Phone: (530) 913-3751
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Apparent mass of submerged cylinder 1
|
5.6 lb
|
|
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)
|
5820 psi
|
|
Maximum load on cylinder 1
|
72140 lb
|
|
Maximum load on cylinder 2
|
72665 lb
|
|
Maximum load on cylinder 3
|
73790 lb
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Type of fracture pattern of cylinder 1
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4
|
|
Type of fracture pattern of cylinder 2
|
4
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1.00
|
|
Correction factor for cylinder 2
|
1.00
|
|
Correction factor for cylinder 3
|
1.00
|
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Age of specimen
|
14 days
|
|
Age of specimen in hours
|
no data
|
|
Serial number of delivery ticket, if available
|
428356
|
Test 3 of 5
DIME Test ID: 2022-09-23-56-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: Pavement Engineers
Organization Address: 3650 Industrial Boulevard,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: michelleh@pavementengineering.com
Organization Phone: (530) 913-3751
This test has been superseded on 10/14/2022.
Reason: corrected
Test 4 of 5
DIME Test ID: 2022-09-23-56-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/14/2022
Date Tested: 10/14/2022
Submitted By Organization: Pavement Engineers
Organization Address: 3650 Industrial Boulevard,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: michelleh@pavementengineering.com
Organization Phone: (530) 913-3751
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Apparent mass of submerged cylinder 1
|
5.6 lb
|
|
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)
|
6190 psi
|
|
Maximum load on cylinder 1
|
79820 lb
|
|
Maximum load on cylinder 2
|
76055 lb
|
|
Maximum load on cylinder 3
|
77530 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
4
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1.00
|
|
Correction factor for cylinder 2
|
1.00
|
|
Correction factor for cylinder 3
|
1.00
|
|
Age of specimen
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21 days
|
|
Age of specimen in hours
|
no data
|
|
Serial number of delivery ticket, if available
|
428356
|
Test 5 of 5
DIME Test ID: 2022-09-23-56-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/10/2022
Date Tested: 11/04/2022
Submitted By Organization: Pavement Engineers
Organization Address: 3650 Industrial Boulevard,
Organization City: West Sacramento
Organization State: CA
Organization Zipcode: 95691
Organization Email: michelleh@pavementengineering.com
Organization Phone: (530) 913-3751
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
5
|
|
Test performed
|
With no density determined
|
|
Apparent mass of submerged cylinder 1
|
5.7 lb
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Average diameter of cylinder 4
|
4.00 in
|
|
Average diameter of cylinder 5
|
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
|
|
Cross sectional area of cylinder 4
|
12.57 in^2
|
|
Cross sectional area of cylinder 5
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
7200 psi
|
|
Maximum load on cylinder 1
|
93595 lb
|
|
Maximum load on cylinder 2
|
89475 lb
|
|
Maximum load on cylinder 3
|
88125 lb
|
|
Maximum load on cylinder 4
|
89250 lb
|
|
Maximum load on cylinder 5
|
92130 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Type of fracture pattern of cylinder 4
|
4
|
|
Type of fracture pattern of cylinder 5
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1.00
|
|
Correction factor for cylinder 2
|
1.00
|
|
Correction factor for cylinder 3
|
1.00
|
|
Correction factor for cylinder 4
|
1.00
|
|
Correction factor for cylinder 5
|
1.00
|
|
Age of specimen
|
42 days
|
|
Age of specimen in hours
|
no data
|
|
Serial number of delivery ticket, if available
|
428356
|
