Summary for Test 2017-03-01-4-3
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209217 DEA: 080F5404 EFIS: 0800000136 COOP: 081468 |
|---|---|
| DIST-CO-RTE-PM | 08-RIV-91,15-0.0/13.04, 35.64/45.14 |
| Award Date | 09/09/2013 |
| Closeout Date | 09/20/2023 |
| Work Description | SR-91 Corridor Improvement Project: Develop approx. 8 miles of tolled express lanes and related improvements within SR 91 between the Riverside/Orange County line and I-15, including transition areas. |
| Location Description | 08-RIV-91-0.0/13.04; 12-ORA-91-R14.43/R18.91; 08-RIV-15-35.64/45.14 |
| QA Service Level | 1 (Verified on 08/07/2014) |
Sample Information
| Sample Taken Date | 03/01/2017 | Sample Unique Key | 4 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 03/06/2017 | Sample type | Quality Assurance |
| A brief description of the sample | 6x12 concrete cylinders | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | KEVIN |
| Last name of sampler or witnessed by | OLUHA | Title of sampler | CONSULTANT |
| Telephone number of sampler | Unknown | Laboratory sample identification | 888-SRL401 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | Holliday Rock Chino |
| Transportation Laboratory (TL) Number | SRL401 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | NP | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CM5635 |
|---|---|---|---|
| The truck number from where the sample was collected | NOT PROVIDED | The batch plant ticket number from where the sample was collected | NOT PROVIDED |
| Concrete batch plant | NP | The fabricator/manufacturer designation for the sample | NP |
| A detailed description of where the material sample was collected | LOAD 7 | Where the material sample would have been placed if not sampled | BR 26 ABUT 18 APPROACH |
| From Lot No. | NP | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2017-03-01-4
DIME Test ID: 2017-03-01-4-3
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: 2017-03-29
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 03/29/2017
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.00 in
Maximum load on cylinder 1: 158450 lb
Maximum load on cylinder 2: 151820 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: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5567.5 psi
Compressive strength of cylinder 2: 5370.4 psi
Compressive strength (to nearest 10 psi): 5470 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/29/2017 ✔