Summary for Test 2015-05-13-7-1
Test performed: CTM 521-November 2014Project Information
Project Identifiers | Project ID: 209511 DEA: 080Q7403 EFIS: 0800020456 |
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DIST-CO-RTE-PM | 08-SBD-15-15.4/30.8 |
Award Date | 10/29/2013 |
Closeout Date | Not set |
Work Description | Design Build project provides pavement rehabilitation (including ramps) on I-15 near Cajon Pass, CA. |
Location Description | On I-15 from 0.4 mile north of Kenwood Avenue to 0.3 mile south of West Hesperia OH |
QA Service Level | 1 (Verified on 04/03/2014) |
Sample Information
Sample Taken Date | 05/13/2015 | Sample Unique Key | 7 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 05/15/2015 |
Sample type | Quality Control | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 3 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | E | Last name of sampler or witnessed by | HAMEL |
Title of sampler | TET | Telephone number of sampler | Unknown |
Laboratory sample identification | 878-LCB1 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | LCB1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | SBD I 15 |
Structure name | NOT PROVIDED |
Material Information
Material Type | Concrete | The concrete mix design number | 1202-8 |
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The truck number from where the sample was collected | 45 | The batch plant ticket number from where the sample was collected | 176 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | LOAD 176 | Where the material sample would have been placed if not sampled | Not set |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-05-13-7
DIME Test ID: 2015-05-13-7-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-05-18
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 05/18/2015
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Average diameter of cylinder 3: 5.97 in
Maximum load on cylinder 1: 12480 lb
Maximum load on cylinder 2: 11670 lb
Maximum load on cylinder 3: 11740 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 5 days
Cross sectional area of cylinder 1: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Cross sectional area of cylinder 3: 27.99 in^2
Compressive strength of cylinder 1: 445.9 psi
Compressive strength of cylinder 2: 416.9 psi
Compressive strength of cylinder 3: 419.4 psi
Compressive strength (to nearest 10 psi): 430 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/18/2015 ✔