Summary for Test 2023-06-21-53-5
Test performed: CTM 551-August 2012Project Information
Project Identifiers | Project ID: 994637 DEA: 022J9804 EFIS: 0221000155 |
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DIST-CO-RTE-PM | 02-LAS,PLU,TEH-32,36,70,89,147,299,395-VAR |
Award Date | 05/31/2023 |
Closeout Date | Not set |
Work Description | PLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A), & REPLACE JOINT SEALS. |
Location Description | LASSEN, PLUMAS, AND TEHAMA COUNTIES AT VARIOUS LOCATIONS |
QA Service Level | 1 (Verified on 07/13/2023) |
Sample Information
Sample Taken Date | 06/21/2023 | Sample Unique Key | 53 |
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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 | 06/22/2023 |
Sample type | Quality Control | A brief description of the sample | 1 gallon can |
The quantity of what the sample constitutes | 36 Totes | 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 | 943808 | Linked DIME Sample ID | 943808 |
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) | 1477649 |
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Batch number | 1477649 | Mix number | 1477649 |
Test Details
DIME Sample ID: 2023-06-21-53
DIME Test ID: 2023-06-21-53-5
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: 2023-10-16
Test Results
Input Type: Measured
Tester's full name: Gilberto Gonzalez
Date of test: 06/29/2023
Curing history for Sample 1: 24hr
Maximum applied load (P) for Sample 1: 1765 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: 882.5 psi
Curing history for Sample 2: 24hr
Maximum applied load (P) for Sample 2: 1625 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: 812.5 psi
Curing history for Sample 3: 24hr
Maximum applied load (P) for Sample 3: 1522 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: 761 psi
General comments (publicly viewable) (Max 1000 characters): Accepted Vendor's Results
Test was verified on 10/16/2023 ✔