Sample Record for 2020-06-12-24
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214355 DEA: 120K0214 EFIS: 1214000096
QA Service Level: 1
DIST-CO-RTE-PM: 12-ORA-5-12.4/14.5
Work Description: South County Improvement Project (Phase 1 - Avery/Crown Valley) PLACE HMA, INSTALL CONC PAVEMENT, RETAIN WALL, MODIFY ELECT SYS. | Add one lane btwn 73 & Oso PKWY
Location Description: ORANGE COUNTY IN SAN JUAN CAPISTRANO, LAGUNA HILLS, LAGUNA NIGUEL AND MISSION VIEJO FROM 0.5 MILE SOUTH OF AVERY PARKWAY UNDERCROSSING TO 0.8 MILE NORTH OF CROWN VALLEY PARKWAY OVERCROSSING
Contractor Name: ORTIZ ENTERPRISES, INC.
Contractor Address: 6 Cushing, Suite 200, Irvine, CA 92618
Resident Engineer: Artin Merati Structure Rep.: Imad Karam
Sample Information
DIME Sample ID: 2020-06-12-24
TL Number from the TL Form:
Sample Submitted By Organization: Sequoia Consultants
Sample Organization Contact: (714) 974-6316
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/12/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2020
The quantity of what the sample constitutes: 300 cu. yds.
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: C061220-103-106
Structure unique identifier:
Structure name: Retaing Wall 759 and 761
The fabricator/manufacturer/facility name: Cemex, San Juan Capristrano
Material Information
The concrete mix design number: 1614705
The truck number from where the sample was collected: 10067292
The batch plant ticket number from where the sample was collected: 29059892
Concrete batch plant: Cemex
The fabricator/manufacturer designation for the sample: 1614705
A detailed description of where the material sample was collected: Truck discharge chute
Where the material sample would have been placed if not sampled: Retaining Wall Footing
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2020-06-12-24-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/29/2020
Date Tested: 07/10/2020
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
5710 psi
|
Maximum load on cylinder 1
|
5640 lb
|
Maximum load on cylinder 2
|
5770 lb
|
Type of fracture pattern of cylinder 1
|
2
|
Type of fracture pattern of cylinder 2
|
3
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
no data0
|
Correction factor for cylinder 2
|
no data0
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data0 hours
|
Test 2 of 4
DIME Test ID: 2020-06-12-24-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/29/2020
Date Tested: 07/10/2020
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
5500 psi
|
Maximum load on cylinder 1
|
5440 lb
|
Maximum load on cylinder 2
|
5560 lb
|
Type of fracture pattern of cylinder 1
|
5
|
Type of fracture pattern of cylinder 2
|
6
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
no data0
|
Correction factor for cylinder 2
|
no data0
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data0 hours
|
Test 3 of 4
DIME Test ID: 2020-06-12-24-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/29/2020
Date Tested: 07/10/2020
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
4920 psi
|
Maximum load on cylinder 1
|
4960 lb
|
Maximum load on cylinder 2
|
4920 lb
|
Type of fracture pattern of cylinder 1
|
2
|
Type of fracture pattern of cylinder 2
|
6
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
no data0
|
Correction factor for cylinder 2
|
no data0
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data0 hours
|
Test 4 of 4
DIME Test ID: 2020-06-12-24-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/29/2020
Date Tested: 07/10/2020
Submitted By Organization: Sequoia Consultants
Organization Address: 361 West Grove Avenue,
Organization City: Orange
Organization State: CA
Organization Zipcode: 92865
Organization Email: sranjan@sequoiacon.com
Organization Phone: 1 (714) 974-6316
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
2
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
5870 psi
|
Maximum load on cylinder 1
|
5830 lb
|
Maximum load on cylinder 2
|
5900 lb
|
Type of fracture pattern of cylinder 1
|
6
|
Type of fracture pattern of cylinder 2
|
5
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
Correction factor for cylinder 1
|
no data0
|
Correction factor for cylinder 2
|
no data0
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data0 hours
|