Summary for Test 2021-04-28-12-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-0.0/13.2 |
| Award Date | 06/06/2018 |
| Closeout Date | Not set |
| Work Description | Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes |
| Location Description | LA/SBD County Line to PM 13.2 near I-15 |
| QA Service Level | 1 (Verified on 10/16/2019) |
Sample Information
| Sample Taken Date | 04/28/2021 | Sample Unique Key | 12 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 05/03/2021 | Sample type | Quality Assurance |
| A brief description of the sample | Concrete cylinders | The quantity of what the sample constitutes | 4 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Aleksey |
| Last name of sampler or witnessed by | Souglobov | Title of sampler | QA Inspector |
| Telephone number of sampler | Laboratory sample identification | 1015-428 | |
| Linked DIME Sample ID | 2021-04-28-21 | The fabricator/manufacturer/facility name | Lane Security Paving Joint Venture |
| Transportation Laboratory (TL) Number | 1 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | Monte Vista Ave UC | |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | 1610974 |
|---|---|---|---|
| The truck number from where the sample was collected | 10067785 | The batch plant ticket number from where the sample was collected | 41426015 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | NOT PROVIDED | Where the material sample would have been placed if not sampled | abut 1 stage 1 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-04-28-12
DIME Test ID: 2021-04-28-12-1
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: 2021-05-26
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 05/26/2021
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 167020 lb
Maximum load on cylinder 2: 169710 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
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: 5945.9 psi
Compressive strength of cylinder 2: 6041.7 psi
Compressive strength (to nearest 10 psi): 5990 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 5/26/2021 ✔