Summary for Test 2016-11-19-1-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 210695 DEA: 080K2924 EFIS: 0812000099 |
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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 | 11/19/2016 | Sample Unique Key | 1 |
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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 | 11/21/2016 |
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 | 945-13-1 | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | NP | Transportation Laboratory (TL) Number | 13-1 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | 10WB LN3 STA 718to683 |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | CTS-30-RAM |
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The truck number from where the sample was collected | NP | 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
DIME Sample ID: 2016-11-19-1
DIME Test ID: 2016-11-19-1-1
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: 2016-11-28
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: 11/26/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 6.03 in
Average diameter of cylinder 6: 6.03 in
Maximum load on cylinder 1: 106750 lb
Maximum load on cylinder 2: 107330 lb
Maximum load on cylinder 3: 102970 lb
Maximum load on cylinder 4: 105280 lb
Maximum load on cylinder 5: 106870 lb
Maximum load on cylinder 6: 102120 lb
Type of fracture pattern of cylinder 1: 1
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: 2
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
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: 28.56 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Cross sectional area of cylinder 5: 28.56 in^2
Cross sectional area of cylinder 6: 28.56 in^2
Compressive strength of cylinder 1: 3737.7 psi
Compressive strength of cylinder 2: 3796.6 psi
Compressive strength of cylinder 3: 3642.4 psi
Compressive strength of cylinder 4: 3711 psi
Compressive strength of cylinder 5: 3741.9 psi
Compressive strength of cylinder 6: 3575.6 psi
Compressive strength (to nearest 10 psi): 3700 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 11/28/2016 ✔