Summary for Test 2023-05-17-3-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 99999 DEA: 0322222 |
---|---|
DIST-CO-RTE-PM | 03-SAC,OMG-888,99,80-0.6-0.6 |
Award Date | Not set |
Closeout Date | Not set |
Work Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
Location Description | THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES. |
QA Service Level | (Verified on 04/05/2013) |
Sample Information
Sample Taken Date | 05/17/2023 | Sample Unique Key | 3 |
---|---|---|---|
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 | 05/17/2023 |
Sample type | Quality Assurance | A brief description of the sample | polyester |
The quantity of what the sample constitutes | 1 Quart Can | From where was the sample collected | Source |
First name of sampler or witnessed by | spencer | Last name of sampler or witnessed by | adams |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Concrete lab | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 123456789 |
---|---|---|---|
Batch number | 123456789 | Mix number | 123456789 |
Test Details
DIME Sample ID: 2023-05-17-3
DIME Test ID: 2023-05-17-3-5
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: CTM 551-August 2012: Method of Test for Determining Suitability of Materials for Overlayment and Repair of Portland Cement Concrete Pavements and Structures
Test Release Date: 2023-05-17
Test Results
Input Type: Measured
Tester's full name: Phillip Montes
Date of test: 05/17/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1256 lb
Span length for Sample 1: 9 in
Break location for Sample 1: bond
Specimen defects/notes for Sample 1: no data
Surface type for Sample 1: SSD
Modulus of rupture (R) for Sample 1: 628 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1382 lb
Span length for Sample 2: 9 in
Break location for Sample 2: bond
Specimen defects/notes for Sample 2: no data
Surface type for Sample 2: SSD
Modulus of rupture (R) for Sample 2: 691 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1548 lb
Span length for Sample 3: 9 in
Break location for Sample 3: bond
Specimen defects/notes for Sample 3: no data
Surface type for Sample 3: SSD
Modulus of rupture (R) for Sample 3: 774 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/17/2023 ✔