Summary for Test 2021-06-10-40-3
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 215462 DEA: 080C8704 EFIS: 0800000064 COOP: 081687 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-SR 60-R2.08/2.80 |
| Award Date | 11/20/2020 |
| Closeout Date | Not set |
| Work Description | The project scope of work is widening approximately .7 miles of SR-60 at Central Avenue to accommodate three through-lanes with provisions for a future lane, two left-turn lanes, standard shoulders, bike path, and sidewalk in both the northbound and southbound directions |
| Location Description | Project Limits are SR-60 from 0.3 miles west to 0.4 miles east of Central Ave. PM 2.08/2.80 in Chino. |
| QA Service Level | 2 (Verified on 01/18/2021) |
Sample Information
| Sample Taken Date | 06/10/2021 | Sample Unique Key | 40 |
|---|---|---|---|
| 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 | 06/11/2021 |
| Sample type | Quality Control | A brief description of the sample | 6 X12 Concrete Cylinders |
| The quantity of what the sample constitutes | 38 CY | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Stephen | Last name of sampler or witnessed by | Haynes |
| Title of sampler | Telephone number of sampler | 9253317125 | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | KIE-CON, INC | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | K6080-603 CPA |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 110532 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | 20-121 6/10/2021 | |
| A detailed description of where the material sample was collected | Concrete sample from wheelbarrow | Where the material sample would have been placed if not sampled | Wide Flange Girder |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-06-10-40
DIME Test ID: 2021-06-10-40-3
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-10-04
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Stephen Haynes
Date of test: 06/11/2021
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 165580 lb
Maximum load on cylinder 2: 165920 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 1 days
Age of specimen in hours: 21 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength (to nearest 10 psi): 5860 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/4/2021 ✔