Print Report | Back to Sample Detail

Sample Record for 2017-03-10-8

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-710-6.0-9.4
Work Description: Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location Description: Port of Long Beach (District 7)
Contractor Name: Shimmick/FCC/Impregilo (SFI) JV
Contractor Address: 11 Golden Shore, Suite 330, Long Beach, CA 90802
Resident Engineer: Structure Rep.:

Sample Information

DIME Sample ID: 2017-03-10-8
TL Number from the TL Form: 0301017RWN LCC C 3 L20
Sample Submitted By Organization: CT - Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 03/10/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/14/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 3X6
From where was the sample collected: Job Site
Laboratory sample identification: 866-L20
Structure unique identifier: OCEAN BLVD TO SR 47 IN LB
Structure name: RW N LCC LIFT XX CLASS III
The fabricator/manufacturer/facility name: MIXED ON SITE

Material Information

The concrete mix design number: NA
The truck number from where the sample was collected: NA
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TREMIE PIPE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 1

DIME Test ID: 2017-03-10-8-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/11/2017
Date Tested: 04/07/2017
Submitted By Organization: CT - Southern Regional Laboratory
Organization Address: 13970 Victoria St,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 4
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 2.99 in
Average diameter of cylinder 2 2.98 in
Average diameter of cylinder 3 2.93 in
Average diameter of cylinder 4 2.97 in
Cross sectional area of cylinder 1 7.02 in^2
Cross sectional area of cylinder 2 6.97 in^2
Cross sectional area of cylinder 3 6.74 in^2
Cross sectional area of cylinder 4 6.93 in^2
Compressive strength (to nearest 10 psi) 350 psi
Maximum load on cylinder 1 2540 lb
Maximum load on cylinder 2 2390 lb
Maximum load on cylinder 3 2450 lb
Maximum load on cylinder 4 2250 lb
Compressive strength of cylinder 1 361.8 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 342.9 psi
Compressive strength of cylinder 3 363.5 psi
Compressive strength of cylinder 4 324.7 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 3
Type of fracture pattern of cylinder 4 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
Correction factor for cylinder 3 no data
Correction factor for cylinder 4 no data
Age of specimen 28 days
Age of specimen in hours no data

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.