Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 213658 DEA: 081F9204 EFIS: 0815000059
QA Service Level: 1
DIST-CO-RTE-PM: 08--,60and86-
Work Description:
Location Description:
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606-4414
Resident Engineer: Jay Carillo Structure Rep.: Hien Vu
DIME Sample ID: 2019-06-17-5
TL Number from the TL Form: 201917
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/17/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2019
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 2019617
Structure unique identifier:
Structure name: CMS Foundation Location 5
The fabricator/manufacturer/facility name: robertsons
The concrete mix design number: sm450t49
The truck number from where the sample was collected: 2014
The batch plant ticket number from where the sample was collected: 4723760
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: peterson chase constructon
A detailed description of where the material sample was collected: 2 cy
Where the material sample would have been placed if not sampled: CMS Foundation Location 5
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2019-06-17-5-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 06/26/2019
Date Tested: 06/24/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
3930 psi
|
Average diameter of cylinder 1
|
6.01 in
|
Average diameter of cylinder 2
|
6.02 in
|
Compressive strength of cylinder 1
|
3901.0 psi
|
Compressive strength of cylinder 2
|
3961.0 psi
|
Maximum load on cylinder 1
|
110670 lb
|
Maximum load on cylinder 2
|
112730 lb
|
Type of fracture pattern of cylinder 1
|
4
|
Type of fracture pattern of cylinder 2
|
1
|
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
|
Age of specimen
|
7 days
|
DIME Test ID: 2019-06-17-5-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 06/28/2019
Date Tested: 06/27/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
4120 psi
|
Average diameter of cylinder 1
|
6.01 in
|
Average diameter of cylinder 2
|
6.01 in
|
Compressive strength of cylinder 1
|
4257.0 psi
|
Compressive strength of cylinder 2
|
3990.5 psi
|
Maximum load on cylinder 1
|
120770 lb
|
Maximum load on cylinder 2
|
113210 lb
|
Type of fracture pattern of cylinder 1
|
4
|
Type of fracture pattern of cylinder 2
|
4
|
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
|
Age of specimen
|
10 days
|
DIME Test ID: 2019-06-17-5-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/01/2019
Date Tested: 07/01/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
4580 psi
|
Average diameter of cylinder 1
|
6.01 in
|
Average diameter of cylinder 2
|
6.02 in
|
Compressive strength of cylinder 1
|
4572.4 psi
|
Compressive strength of cylinder 2
|
4579.8 psi
|
Maximum load on cylinder 1
|
129720 lb
|
Maximum load on cylinder 2
|
130340 lb
|
Type of fracture pattern of cylinder 1
|
1
|
Type of fracture pattern of cylinder 2
|
1
|
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
|
Age of specimen
|
14 days
|
DIME Test ID: 2019-06-17-5-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 07/16/2019
Date Tested: 07/15/2019
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
5590 psi
|
Average diameter of cylinder 1
|
6.02 in
|
Average diameter of cylinder 2
|
6.01 in
|
Compressive strength of cylinder 1
|
5594.9 psi
|
Compressive strength of cylinder 2
|
5588.3 psi
|
Maximum load on cylinder 1
|
159230 lb
|
Maximum load on cylinder 2
|
158540 lb
|
Type of fracture pattern of cylinder 1
|
1
|
Type of fracture pattern of cylinder 2
|
1
|
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
|
Age of specimen
|
28 days
|