Summary for Test 2015-08-07-2-3
Test performed: CTM 521-November 2014Project Information
Project Identifiers | Project ID: 210352 DEA: 072W9204 EFIS: 0714000321 |
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DIST-CO-RTE-PM | 07-LA-10-29.4,29.5 |
Award Date | 05/07/2015 |
Closeout Date | 12/08/2015 |
Work Description | TREAT BRIDGE DECK AND REPLACE JOINT SEALS. |
Location Description | LOS ANGELES COUNTY IN EL MONTE AT PECK ROAD UNDERCROSSING AND AT VALLEY BOULEVARD UNDERCROSSING |
QA Service Level | 1 (Verified on 07/22/2015) |
Sample Information
Sample Taken Date | 08/07/2015 | Sample Unique Key | 2 |
---|---|---|---|
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 | 08/07/2015 |
Sample type | Quality Control | A brief description of the sample | 6X12 |
The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | CARDIEL | Last name of sampler or witnessed by | BUGARIN |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 916-01 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | 10001 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | VALLEY BLVD OC |
Structure name | EB AND WB 4FOOT CLOUSURE |
Material Information
Material Type | Concrete | The concrete mix design number | 3FX50X001 |
---|---|---|---|
The truck number from where the sample was collected | 367 | The batch plant ticket number from where the sample was collected | 111010106 |
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. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-08-07-2
DIME Test ID: 2015-08-07-2-3
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: 2015-08-20
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 08/14/2015
Average diameter of cylinder 1: 6 in
Average diameter of cylinder 2: 6 in
Maximum load on cylinder 1: 119990 lb
Maximum load on cylinder 2: 120280 lb
Type of fracture pattern of cylinder 1: 1
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
Age of specimen: 7 days
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 4244.4 psi
Compressive strength of cylinder 2: 4254.7 psi
Compressive strength (to nearest 10 psi): 4250 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/20/2015 ✔