Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211067 DEA: 080J9904 EFIS: 0800000327
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-49.0/51.7
Work Description: REPAIR AND REPLACED SIDEWALKS, CURBS & GUTTERS.
Location Description: REPAIR AND REPLACED SIDEWALKS, CURBS & GUTTERS.
Contractor Name: STL Landscape, Inc
Contractor Address: 8122 Compton Ave, Los Angeles, CA 90001
Resident Engineer: Ken Tran Structure Rep.: Unknown
DIME Sample ID: 2016-07-21-18
TL Number from the TL Form: 2016-A1B2C23
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: 07/21/2016
Date that the sample was received by the laboratory/organization performing the testing: 07/20/2016
The quantity of what the sample constitutes: 6
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 937-C23
Structure unique identifier: NOT PROVIDED
Structure name: NOT PROVIDED
The fabricator/manufacturer/facility name: ROBERTSONS
The concrete mix design number: SC550B3A
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: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: NOT PROVIDED
Where the material sample would have been placed if not sampled: RTE 18 AND JEFFERY
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2016-07-21-18-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/17/2016
Date Tested: 08/12/2016
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: (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
|
6.01 in
|
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5270 psi
|
|
Maximum load on cylinder 1
|
148130 lb
|
|
Maximum load on cylinder 2
|
150840 lb
|
|
Compressive strength of cylinder 1
|
5221.4 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
5316.9 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
|
no data
|
|
Age of specimen
|
22 days
|
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2016-07-21-18-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521 Cured in accordance with ASTM C511
Verified Date: 08/18/2016
Date Tested: 08/18/2016
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: (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
|
|
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)
|
5420 psi
|
|
Average diameter of cylinder 1
|
6.01 in
|
|
Average diameter of cylinder 2
|
6.02 in
|
|
Compressive strength of cylinder 1
|
5381.7 psi
|
|
Compressive strength of cylinder 2
|
5458.2 psi
|
|
Maximum load on cylinder 1
|
152680 lb
|
|
Maximum load on cylinder 2
|
155340 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
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
|
no data
|
|
Age of specimen
|
28 days
|
