Sample Record for 2023-11-10-12
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994245 DEA: 051H4304 EFIS: 0516000073
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-21.4/21.9
Work Description: San Jose Creek Bridge replacement
Location Description: SANTA BARBARA COUNTY IN GOLETA FROM ROUTE 101/217 SEPARATION TO 0.3 MILE NORTH OF SAN JOSE CREEK BRIDGE
Contractor Name: MCM CONSTRUCTION
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Manny Yogarajah Structure Rep.: Fabian Velasco
Sample Information
DIME Sample ID: 2023-11-10-12
TL Number from the TL Form:
Sample Submitted By Organization: Con-Fab California, LLC
Sample Organization Contact: (661) 630-7162
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 11/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/10/2023
The quantity of what the sample constitutes: 28.5 CY
A brief description of the sample: T-II/V Cement & Flyash Type F
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 51-0367L/R
Structure name: San Jose Creek Bridge
The fabricator/manufacturer/facility name: Con-Fab California, LLC - Shafter
Material Information
The concrete mix design number: S9.8-25FA
The truck number from where the sample was collected: 113
The batch plant ticket number from where the sample was collected: 4015
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Sampled from wheelbarrow collected from chute of ready mix truck
Where the material sample would have been placed if not sampled: Box Girder
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 9
DIME Test ID: 2023-11-10-12-1
Test Method: ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 06/11/2024
Date Tested: 11/10/2023
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 2 of 9
DIME Test ID: 2023-11-10-12-2
Test Method: ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 06/11/2024
Date Tested: 11/10/2023
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 3 of 9
DIME Test ID: 2023-11-10-12-3
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 06/11/2024
Date Tested: 11/10/2023
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Precast Maximum Curing Temperature
|
132 °F
|
Test 4 of 9
DIME Test ID: 2023-11-10-12-5
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-7162
This test has been superseded on 06/11/2024.
Reason: retested
Test 5 of 9
DIME Test ID: 2023-11-10-12-7
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/11/2024
Date Tested: 11/13/2023
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
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
|
1 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
|
12.5 in^2
|
|
Cross sectional area of cylinder 2
|
12.56 in^2
|
|
Cross sectional area of cylinder 3
|
12.56 in^2
|
|
Compressive strength (to nearest 10 psi)
|
8780 psi
|
|
Maximum load on cylinder 1
|
112885 lb
|
|
Maximum load on cylinder 2
|
115230 lb
|
|
Maximum load on cylinder 3
|
103460 lb
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Type of fracture pattern of cylinder 2
|
4
|
|
Type of fracture pattern of cylinder 3
|
5
|
|
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
|
3 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 6 of 9
DIME Test ID: 2023-11-10-12-8
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/11/2024
Date Tested: 11/17/2023
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
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
|
1 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
|
12.56 in^2
|
|
Cross sectional area of cylinder 2
|
12.56 in^2
|
|
Cross sectional area of cylinder 3
|
12.56 in^2
|
|
Compressive strength (to nearest 10 psi)
|
9700 psi
|
|
Maximum load on cylinder 1
|
125688 lb
|
|
Maximum load on cylinder 2
|
114885 lb
|
|
Maximum load on cylinder 3
|
124847 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
4
|
|
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
|
7 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 7 of 9
DIME Test ID: 2023-11-10-12-9
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/11/2024
Date Tested: 12/08/2023
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
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
|
1 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
|
12.56 in^2
|
|
Cross sectional area of cylinder 2
|
12.56 in^2
|
|
Cross sectional area of cylinder 3
|
12.56 in^2
|
|
Compressive strength (to nearest 10 psi)
|
10640 psi
|
|
Maximum load on cylinder 1
|
132525 lb
|
|
Maximum load on cylinder 2
|
134805 lb
|
|
Maximum load on cylinder 3
|
133555 lb
|
|
Type of fracture pattern of cylinder 1
|
4
|
|
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
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 8 of 9
DIME Test ID: 2023-11-10-12-10
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Verified Date: 06/11/2024
Date Tested: 11/10/2023
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Identification of concrete represented by the sample
|
Box Girder
|
|
Volume of the measure
|
0.25 ft^3
|
|
Density of concrete
|
153.1 lb/ft^3
|
|
Yield of concrete
|
no data
|
|
Relative yield of the batch
|
no data
|
|
Cement content
|
no data
|
|
Air content
|
no data
|
Test 9 of 9
DIME Test ID: 2023-11-10-12-11
Test Method: ASTM C231-17a: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method
Verified Date: 06/11/2024
Date Tested: 11/10/2023
Submitted By Organization: Con-Fab California, LLC
Organization Address: 701 Golds Avenue,
Organization City: Shafter
Organization State: CA
Organization Zipcode: 93263
Organization Email: trevorl@confabca.com
Organization Phone: (661) 630-3281
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
