Sample Record for 2020-11-06-4
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Lane-Security Paving Joint Venture
Contractor Address: 3450 Centre Lake Drive, 1st Floor, Ontario, CA 91761
Resident Engineer: Jose Corona Structure Rep.: Luis Negrete
Sample Information
DIME Sample ID: 2020-11-06-4
TL Number from the TL Form: 145755
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: 11/06/2020
Date that the sample was received by the laboratory/organization performing the testing: 11/09/2020
The quantity of what the sample constitutes: 8
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 1015-755
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: cemex
Material Information
The concrete mix design number: 1610974
The truck number from where the sample was collected: NOT PROVIDED
The batch plant ticket number from where the sample was collected: NOT PROVIDED
Concrete batch plant: NOT PROVIDED
The fabricator/manufacturer designation for the sample: NOT PROVIDED
A detailed description of where the material sample was collected: EUCLID AVE OC BENT 2 COLUMN
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: 2020-11-06-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/09/2020
Date Tested: 11/09/2020
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: (909) 829-3029
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)
|
2330 psi
|
|
Maximum load on cylinder 1
|
66570 lb
|
|
Maximum load on cylinder 2
|
65140 lb
|
|
Compressive strength of cylinder 1
|
2354.8 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
2304.2 psi
|
|
Type of fracture pattern of cylinder 2
|
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
|
|
Age of specimen
|
3 days
|
|
Age of specimen in hours
|
no data
|
Test 2 of 4
DIME Test ID: 2020-11-06-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/13/2020
Date Tested: 11/13/2020
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: (909) 829-3029
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
|
6.02 in
|
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3340 psi
|
|
Maximum load on cylinder 1
|
94990 lb
|
|
Maximum load on cylinder 2
|
94720 lb
|
|
Compressive strength of cylinder 1
|
3360.1 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
3328.2 psi
|
|
Type of fracture pattern of cylinder 2
|
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
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data
|
Test 3 of 4
DIME Test ID: 2020-11-06-4-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/28/2020
Date Tested: 12/04/2020
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: (909) 829-3029
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
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5070 psi
|
|
Maximum load on cylinder 1
|
141485 lb
|
|
Maximum load on cylinder 2
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145430 lb
|
|
Compressive strength of cylinder 1
|
4987.1 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
5144.3 psi
|
|
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
|
|
Age of specimen in hours
|
no data
|
Test 4 of 4
DIME Test ID: 2020-11-06-4-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/28/2020
Date Tested: 12/18/2020
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: (909) 829-3029
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
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.00 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5560 psi
|
|
Maximum load on cylinder 1
|
158670 lb
|
|
Maximum load on cylinder 2
|
156350 lb
|
|
Compressive strength of cylinder 1
|
5592.9 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
5530.6 psi
|
|
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
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Age of specimen
|
42 days
|
|
Age of specimen in hours
|
no data
|
