Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211238 DEA: 080R4404 EFIS: 0812000093
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R23.0/R36.2
Work Description: INSTALL VEGETATION CONTROL UNDERNEATH EXISTING METAL BEAM GUARD RAIL
Location Description: INSTALL VEGETATION CONTROL UNDERNEATH EXISTING METAL BEAM GUARD RAIL
Contractor Name: Dreambuilder Construction Corporation
Contractor Address: 1324 Lawson Ln, Placentia, CA 92870
Resident Engineer: Denise Sostrom Structure Rep.: Unknown
DIME Sample ID: 2017-09-18-7
TL Number from the TL Form: 964-2
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 09/18/2017
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 964-2
Structure unique identifier: I 15 SB MEDIAN 24 00
Structure name: Unknown
The fabricator/manufacturer/facility name: ROBERTSONS
The concrete mix design number: SC425N49
The truck number from where the sample was collected: 1961
The batch plant ticket number from where the sample was collected: 2872175
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2017-09-18-7-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/16/2017
Date Tested: 10/16/2017
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
|
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)
|
1480 psi
|
|
Maximum load on cylinder 1
|
42310 lb
|
|
Maximum load on cylinder 2
|
41380 lb
|
|
Compressive strength of cylinder 1
|
1496.6 psi
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Compressive strength of cylinder 2
|
1463.7 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
|
28 days
|
|
Age of specimen in hours
|
no data
|
