Sample Record for 2022-10-29-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993771 DEA: 07325204 EFIS: 0716000082
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-210-R36.7/R37.1
Work Description: San Gabriel River Bridge - CM/GC Project - Hinge And Diaphragm Repairs
Location Description: Los Angeles County - LOS ANGELES COUNTY IN IRWINDALE FROM 0.2 MILE EAST OF 0.7 MILE WEST OF IRWINDALE AVENUE OVECROSSING
Contractor Name: FLATIRON WEST INC
Contractor Address: 14726 Ramona Avenue, Suite 300, Chino, CA 91710
Resident Engineer: Moe Izadpanah Structure Rep.: Quynh Nguyen
Sample Information
DIME Sample ID: 2022-10-29-7
TL Number from the TL Form: 07-325204-005
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/29/2022
Date that the sample was received by the laboratory/organization performing the testing: 10/31/2022
The quantity of what the sample constitutes: 130 CY
A brief description of the sample: 4X8 PCC cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 22-0339
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: National Ready Mix
Material Information
The concrete mix design number: S72500
The truck number from where the sample was collected: 20121
The batch plant ticket number from where the sample was collected: 647025
Concrete batch plant: National Ready Mix
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: truck chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2022-10-29-7-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/14/2022
Date Tested: 11/05/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
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
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 1
|
4.02 in
|
Average diameter of cylinder 2
|
4.02 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
|
12.69 in^2
|
Cross sectional area of cylinder 3
|
12.62 in^2
|
Compressive strength (to nearest 10 psi)
|
3420 psi
|
Maximum load on cylinder 1
|
42081 lb
|
Maximum load on cylinder 2
|
44897 lb
|
Maximum load on cylinder 3
|
42918 lb
|
Type of fracture pattern of cylinder 1
|
2
|
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
|
Correction factor for cylinder 2
|
1
|
Correction factor for cylinder 3
|
1
|
Age of specimen
|
7 days
|
Age of specimen in hours
|
0 hours
|
Test 2 of 4
DIME Test ID: 2022-10-29-7-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/14/2022
Date Tested: 11/12/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
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
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 1
|
4.01 in
|
Average diameter of cylinder 2
|
4.01 in
|
Average diameter of cylinder 3
|
4.02 in
|
Cross sectional area of cylinder 1
|
12.62 in^2
|
Cross sectional area of cylinder 2
|
12.62 in^2
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
Compressive strength (to nearest 10 psi)
|
4040 psi
|
Maximum load on cylinder 1
|
53674 lb
|
Maximum load on cylinder 2
|
52374 lb
|
Maximum load on cylinder 3
|
47235 lb
|
Type of fracture pattern of cylinder 1
|
2
|
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
|
Correction factor for cylinder 2
|
1
|
Correction factor for cylinder 3
|
1
|
Age of specimen
|
14 days
|
Age of specimen in hours
|
0 hours
|
Test 3 of 4
DIME Test ID: 2022-10-29-7-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/28/2022
Date Tested: 11/19/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
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 C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 1
|
4.03 in
|
Average diameter of cylinder 2
|
4.01 in
|
Average diameter of cylinder 3
|
4.02 in
|
Cross sectional area of cylinder 1
|
12.76 in^2
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
Compressive strength (to nearest 10 psi)
|
4410 psi
|
Maximum load on cylinder 1
|
55971 lb
|
Maximum load on cylinder 2
|
56135 lb
|
Maximum load on cylinder 3
|
55955 lb
|
Compressive strength of cylinder 1
|
4386.4 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4444.6 psi
|
Compressive strength of cylinder 3
|
4409.4 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
|
Correction factor for cylinder 2
|
1
|
Correction factor for cylinder 3
|
1
|
Age of specimen
|
21 days
|
Age of specimen in hours
|
0 hours
|
Test 4 of 4
DIME Test ID: 2022-10-29-7-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 11/28/2022
Date Tested: 11/26/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
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 C617 - Sulfur Mortar Cap
|
Average diameter of cylinder 1
|
4.02 in
|
Average diameter of cylinder 2
|
4.00 in
|
Average diameter of cylinder 3
|
4.02 in
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
Cross sectional area of cylinder 3
|
12.69 in^2
|
Compressive strength (to nearest 10 psi)
|
4800 psi
|
Maximum load on cylinder 1
|
61736 lb
|
Maximum load on cylinder 2
|
54624 lb
|
Maximum load on cylinder 3
|
65920 lb
|
Compressive strength of cylinder 1
|
4864.9 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4345.6 psi
|
Compressive strength of cylinder 3
|
5194.6 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
|
Correction factor for cylinder 2
|
1
|
Correction factor for cylinder 3
|
1
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
0 hours
|