Summary for Test 2021-09-08-10-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 215027 DEA: 101H3424 EFIS: 1018000078 |
---|---|
DIST-CO-RTE-PM | 10-SJ-5-10.6 |
Award Date | 08/25/2020 |
Closeout Date | 05/03/2022 |
Work Description | BRIDGE RAIL REPLACEMENT. |
Location Description | SAN JOAQUIN COUNTY NEAR LATHROP AT DEUEL OVERHEAD |
QA Service Level | 1 (Verified on 06/15/2020) |
Sample Information
Sample Taken Date | 09/08/2021 | Sample Unique Key | 10 |
---|---|---|---|
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 | 09/08/2021 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 2 tankers | From where was the sample collected | Source |
First name of sampler or witnessed by | Daniel | Last name of sampler or witnessed by | Tikusis |
Title of sampler | Technical Director | Telephone number of sampler | 707-330-9227 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Kwik Bond Polymers and Polynt | Transportation Laboratory (TL) Number | Sacramento Caltrans lab |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Polyester | Mfg. Lot Number(s) | 1357978 |
---|---|---|---|
Batch number | 1357978 | Mix number | 1357978 |
Test Details
DIME Sample ID: 2021-09-08-10
DIME Test ID: 2021-09-08-10-5
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: 2021-09-17
Test Results
Input Type: Measured
Tester's full name: Vendor Results
Date of test: 09/17/2021
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1767.87 lb
Span length for Sample 1: 9 in
Break location for Sample 1: PCC
Specimen defects/notes for Sample 1: no data
Surface type for Sample 1: SSD
Modulus of rupture (R) for Sample 1: 883.935 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1850.41 lb
Span length for Sample 2: 9 in
Break location for Sample 2: PCC
Specimen defects/notes for Sample 2: no data
Surface type for Sample 2: SSD
Modulus of rupture (R) for Sample 2: 925.205 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1597.16 lb
Span length for Sample 3: 9 in
Break location for Sample 3: PCC
Specimen defects/notes for Sample 3: no data
Surface type for Sample 3: SSD
Modulus of rupture (R) for Sample 3: 798.58 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Based on Supplier Results.
Test was verified on 9/17/2021 ✔