Sample Record for 2023-08-23-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215753 DEA: 050N72U4 EFIS: 0520000169
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-4.4/R7.7
Work Description: Please cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description: 101 freeway in Summerland, CA
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5335 Debbie Road, Santa Barbara, CA 93111
Resident Engineer: Luobao Cai Structure Rep.: Emiliano Berntsen
Sample Information
DIME Sample ID: 2023-08-23-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Sample Organization Contact: (805) 621-3616
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/23/2023
The quantity of what the sample constitutes: 1cy
A brief description of the sample: Concrete Test Samples
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cal Portland Lompoc
Material Information
The concrete mix design number: 710RH1010S
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1893623
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:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 6
DIME Test ID: 2023-08-23-1-1
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 08/23/2023
Date Tested: 08/23/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 6
DIME Test ID: 2023-08-23-1-2
Test Method: ASTM C143-20: Standard Test Method for Slump of Hydraulic-Cement Concrete
Verified Date: 08/23/2023
Date Tested: 08/23/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 3 of 6
DIME Test ID: 2023-08-23-1-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 3690 Santa Claus Lane,
Organization City: Carpinteria
Organization State: CA
Organization Zipcode: 93013
Organization Email: darren.lachaine@valicooper.com
Organization Phone: (805) 621-3616
This test has been superseded on 09/22/2023. The corrected test ID is: 2023-08-23-1-4
Reason: corrected
Test 4 of 6
DIME Test ID: 2023-08-23-1-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/22/2023
Date Tested: 08/30/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
General Comments for this Test:
The test was superseded from test ID: 2023-08-23-1-3
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
|
|
Apparent mass of submerged cylinder 1
|
0 lb
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
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
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4600 psi
|
|
Maximum load on cylinder 1
|
57090 lb
|
|
Maximum load on cylinder 2
|
57310 lb
|
|
Maximum load on cylinder 3
|
59860 lb
|
|
Compressive strength of cylinder 1
|
4520.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
4540.0 psi
|
|
Compressive strength of cylinder 3
|
4740 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
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
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 5 of 6
DIME Test ID: 2023-08-23-1-5
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/22/2023
Date Tested: 09/20/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
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
|
|
Apparent mass of submerged cylinder 1
|
0 lb
|
|
Average diameter of cylinder 1
|
4.03 in
|
|
Average diameter of cylinder 2
|
4.02 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.76 in^2
|
|
Cross sectional area of cylinder 2
|
12.69 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6710 psi
|
|
Maximum load on cylinder 1
|
80520 lb
|
|
Maximum load on cylinder 2
|
88800 lb
|
|
Maximum load on cylinder 3
|
86040 lb
|
|
Compressive strength of cylinder 1
|
6310.0 psi
|
|
Type of fracture pattern of cylinder 1
|
5
|
|
Compressive strength of cylinder 2
|
7000.0 psi
|
|
Compressive strength of cylinder 3
|
6810 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
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
|
28 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 6 of 6
DIME Test ID: 2023-08-23-1-6
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/04/2023
Date Tested: 10/04/2023
Submitted By Organization: CT D05 - Carpinteria Field Laboratory
Organization Address: 21 Griffin Road North,
Organization City: Windsor
Organization State: CT
Organization Zipcode: 06095-1590
Organization Email: dlachaine@trccompanies.com
Organization Phone: (805) 621-3616
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
|
|
Apparent mass of submerged cylinder 1
|
0 lb
|
|
Average diameter of cylinder 1
|
4.02 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Compressive strength (to nearest 10 psi)
|
7010 psi
|
|
Maximum load on cylinder 1
|
88570 lb
|
|
Maximum load on cylinder 2
|
88760 lb
|
|
Maximum load on cylinder 3
|
88800 lb
|
|
Compressive strength of cylinder 1
|
6980.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
7030.0 psi
|
|
Compressive strength of cylinder 3
|
7030 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
2
|
|
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
|
42 days
|
|
Age of specimen in hours
|
0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
