Summary for Test 2024-01-10-47-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 215349 DEA: 081C0824 EFIS: 0816000087 |
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DIST-CO-RTE-PM | 08-RIV-10-R104.9/R134.2 |
Award Date | 03/24/2021 |
Closeout Date | Not set |
Work Description | PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW. |
Location Description | RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC |
QA Service Level | 1 (Verified on 03/01/2021) |
Sample Information
Sample Taken Date | 01/10/2024 | Sample Unique Key | 47 |
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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 | 01/12/2024 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can / PPC 1121 RESIN |
The quantity of what the sample constitutes | 2 tankers | From where was the sample collected | Source |
First name of sampler or witnessed by | GILBERTO | Last name of sampler or witnessed by | GONZALEZ |
Title of sampler | Quality Control Manager | Telephone number of sampler | 17076245467 |
Laboratory sample identification | 000035KBP | Linked DIME Sample ID | 000035KBP |
The fabricator/manufacturer/facility name | Kwik Bond Polymers, Benicia | 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) | AZ4A00038 |
---|---|---|---|
Batch number | AZ4A00038 | Mix number | AZ4A00038 |
Test Details
DIME Sample ID: 2024-01-10-47
DIME Test ID: 2024-01-10-47-5
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: 2024-03-19
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 01/23/2024
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1615.5 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: 807.75 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1292.6 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: 646.301 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1329.07 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: 664.535 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Vendors Results
Test was verified on 3/19/2024 ✔