Summary for Test 2016-12-03-3-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210695 DEA: 080K2924 EFIS: 0812000099 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-32.9/R37.4 |
| Award Date | 10/30/2015 |
| Closeout Date | 08/08/2018 |
| Work Description | REPLACE EXISTING (PCCP) WITH (RSCP). |
| Location Description | IN/NEAR REDLANDS FROM 0.2 MILE W/O FORD STREET TO 0.4 MILE E/O LIVEOAK CANYON ROAD. |
| QA Service Level | 1 (Verified on 10/19/2015) |
Sample Information
| Sample Taken Date | 12/03/2016 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 12/05/2016 | Sample type | Quality Control |
| A brief description of the sample | 6X12 | The quantity of what the sample constitutes | 6 |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | RMA |
| Last name of sampler or witnessed by | RMA | Title of sampler | Unknown |
| Telephone number of sampler | Unknown | Laboratory sample identification | 945-14-3 |
| Linked DIME Sample ID | Unknown | The fabricator/manufacturer/facility name | NP |
| Transportation Laboratory (TL) Number | 14-3 | Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
| Structure unique identifier | 10 WB LN3 STA 683 647 | Structure name | Unknown |
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-30-RAM |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | NP |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | NP | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-12-03-3
DIME Test ID: 2016-12-03-3-1
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: 2016-12-12
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 12/10/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 5.98 in
Average diameter of cylinder 4: 6.03 in
Average diameter of cylinder 5: 6.00 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 114410 lb
Maximum load on cylinder 2: 108720 lb
Maximum load on cylinder 3: 116580 lb
Maximum load on cylinder 4: 112210 lb
Maximum load on cylinder 5: 108670 lb
Maximum load on cylinder 6: 108690 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 1
Type of fracture pattern of cylinder 6: 1
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
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Correction factor for cylinder 5: no data
Correction factor for cylinder 6: no data
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.09 in^2
Cross sectional area of cylinder 4: 28.56 in^2
Cross sectional area of cylinder 5: 28.27 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength of cylinder 1: 4020.0 psi
Compressive strength of cylinder 2: 3820.1 psi
Compressive strength of cylinder 3: 4150.2 psi
Compressive strength of cylinder 4: 3928.9 psi
Compressive strength of cylinder 5: 3844.0 psi
Compressive strength of cylinder 6: 3844.7 psi
Compressive strength (to nearest 10 psi): 3930 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/12/2016 ✔