Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994675 DEA: 07390204 EFIS: 0722000334
QA Service Level: 1
DIST-CO-RTE-PM: 07---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-06-17-10
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Informational
Type of Material: Concrete Core
Sample Taken Date: 06/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2023
The quantity of what the sample constitutes: 1
A brief description of the sample: Deck Core
From where was the sample collected: Job Site
Laboratory sample identification: Core 2A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vincent Thomas Bridge
Detail description: Core 2A
Structure names: Vincent Thomas Bridge
Type of material: Concrete Core
DIME Test ID: 2023-06-17-10-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/14/2023
Date Tested: 07/10/2023
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
|
1
|
Test performed
|
With no density determined
|
Apparent mass of submerged cylinder 1
|
0 lb
|
Average diameter of cylinder 1
|
3.68 in
|
Cross sectional area of cylinder 1
|
10.64 in^2
|
Compressive strength of cylinder (to nearest 10 psi)
|
3360 psi
|
Maximum load on cylinder 1
|
41580 lb
|
Type of fracture pattern of cylinder 1
|
2
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Comment on any defect in either specimen or caps (Max 250 Characters)
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SAMPLE TESTED AFTER SUBJECTED TO ASTM C642
|
Correction factor for cylinder 1
|
0.86
|
Age of specimen
|
0 days
|
Age of specimen in hours
|
0 hours
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2023-06-17-10-2
Test Method: ASTM C642-21: Standard Test Method for Density, Absorption, and Voids in Hardened Concrete
Verified Date: 09/25/2023
Date Tested: 07/06/2023
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:
Type of Specimen
|
Core
|
Mass of over dried sample in air
|
1438.2 g
|
Mass of surface-dry sample in air after immersion
|
1593.8 g
|
Mass of surface-dry sample in air after immersion and boiling
|
1647.5 g
|
Apparent mass of sample in water after immersion and boiling
|
742.6 g
|
Density of water
|
1.0 Mg/m^3
|
Absorption after immersion
|
10.8 %
|
Absorption after immersion and boiling
|
14.6 %
|
Bulk density, dry
|
1.6 Mg/m^3
|
Bulk density after immersion
|
1.8 Mg/m^3
|
Bulk density after immersion and boiling
|
1.8 Mg/m^3
|
Apparent density
|
2.1 Mg/m^3
|
Volume of permeable pore space
|
23.1 %
|