Sample Record for 2015-12-08-3
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210088 DEA: 074X3804 EFIS: 0715000168
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-110-23.2/23.7
Work Description: Repair damaged highway and roadside facility
Location Description: LA-110 at the 101/10 & 5 connectors , in downtown LA
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION, INC.
Contractor Address: 1792 KAISER AVENUE, IRVINE, CA 92614
Resident Engineer: Ragy Samy Structure Rep.: Mark Amorsolo
Sample Information
DIME Sample ID: 2015-12-08-3
TL Number from the TL Form: A1B2C3
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: 12/08/2015
Date that the sample was received by the laboratory/organization performing the testing: 12/15/2015
The quantity of what the sample constitutes: 4
A brief description of the sample: Concrete Cylinder 6 x 12
From where was the sample collected: Job Site
Laboratory sample identification: 928-C3
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: LEHIGH
Material Information
The concrete mix design number: 557237SP
The truck number from where the sample was collected: 331
The batch plant ticket number from where the sample was collected: 4E07
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Plant
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: NB 110 RIGHT POST STA 1242 plus 30
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2015-12-08-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/16/2015
Date Tested: 12/15/2015
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
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
5.98 in
|
|
Average diameter of cylinder 2
|
5.98 in
|
|
Cross sectional area of cylinder 1
|
28.09 in^2
|
|
Cross sectional area of cylinder 2
|
28.09 in^2
|
|
Compressive strength (to nearest 10 psi)
|
3210 psi
|
|
Maximum load on cylinder 1
|
89830 lb
|
|
Maximum load on cylinder 2
|
90610 lb
|
|
Compressive strength of cylinder 1
|
3197.9 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
3225.7 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
|
no data
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data
|
Test 2 of 2
DIME Test ID: 2015-12-08-3-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/05/2016
Date Tested: 01/05/2016
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
|
|
Capped in accordance with?
|
ASTM C617/CTM521
|
|
Average diameter of cylinder 1
|
5.98 in
|
|
Average diameter of cylinder 2
|
5.98 in
|
|
Cross sectional area of cylinder 1
|
28.09 in^2
|
|
Cross sectional area of cylinder 2
|
28.09 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4770 psi
|
|
Maximum load on cylinder 1
|
133130 lb
|
|
Maximum load on cylinder 2
|
135100 lb
|
|
Compressive strength of cylinder 1
|
4739.4 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
4809.5 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
|
no data
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data
|
