Summary for Test 2015-12-08-3-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 210088 DEA: 074X3804 EFIS: 0715000168 |
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DIST-CO-RTE-PM | 07-LA-110-23.2/23.7 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | Repair damaged highway and roadside facility |
Location Description | LA-110 at the 101/10 & 5 connectors , in downtown LA |
QA Service Level | 1 (Verified on 12/03/2015) |
Sample Information
Sample Taken Date | 12/08/2015 | Sample Unique Key | 3 |
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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 | 12/15/2015 |
Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinder 6 x 12 |
The quantity of what the sample constitutes | 4 | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Gizachew | Last name of sampler or witnessed by | Abayneh |
Title of sampler | ASR | Telephone number of sampler | Unknown |
Laboratory sample identification | 928-C3 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | LEHIGH | Transportation Laboratory (TL) Number | A1B2C3 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | 557237SP |
---|---|---|---|
The truck number from where the sample was collected | 331 | The batch plant ticket number from where the sample was collected | 4E07 |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Plant |
A detailed description of where the material sample was collected | CHUTE | Where the material sample would have been placed if not sampled | NB 110 RIGHT POST STA 1242 plus 30 |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-12-08-3
DIME Test ID: 2015-12-08-3-2
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-01-05
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: 01/05/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 133130 lb
Maximum load on cylinder 2: 135100 lb
Type of fracture pattern of cylinder 1: 2
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
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 4739.4 psi
Compressive strength of cylinder 2: 4809.5 psi
Compressive strength (to nearest 10 psi): 4770 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 1/5/2016 ✔