Summary for Test 2016-09-10-2-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 210695
DEA: 080K2924
EFIS: 0812000099
DIST-CO-RTE-PM08-SBD-10-32.9/R37.4
Award Date10/30/2015
Closeout Date08/08/2018
Work DescriptionREPLACE EXISTING (PCCP) WITH (RSCP).
Location DescriptionIN/NEAR REDLANDS FROM 0.2 MILE W/O FORD STREET TO 0.4 MILE E/O LIVEOAK CANYON ROAD.
QA Service Level1 (Verified on 10/19/2015)

Sample Information

Sample Taken Date09/10/2016 Sample Unique Key2
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 testing09/12/2016
Sample typeQuality Control A brief description of the sample6x12 concrete cylinders
The quantity of what the sample constitutes6 From where was the sample collectedJob Site
First name of sampler or witnessed byRMA Last name of sampler or witnessed byRMA
Title of samplerCONSULTANT INSP Telephone number of samplerUnknown
Laboratory sample identification945-8-2 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameJobsite Transportation Laboratory (TL) Number945-8-2
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierUnknown
Structure name10 EB LN 4

Material Information

Material TypeConcrete The concrete mix design numberCTS-30-RAM
The truck number from where the sample was collectedUnknown The batch plant ticket number from where the sample was collectedUnknown
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedDischard fron concrete truck into wheelbarrow. Where the material sample would have been placed if not sampledUnknown
From Lot No.Unknown Bag Lot No.Unknown

Test Details

DIME Sample ID: 2016-09-10-2
DIME Test ID: 2016-09-10-2-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2016-09-17

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Friday Ofoegbu
Date of test: 09/17/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.00 in
Average diameter of cylinder 5: 6.00 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 90150 lb
Maximum load on cylinder 2: 95660 lb
Maximum load on cylinder 3: 101320 lb
Maximum load on cylinder 4: 91130 lb
Maximum load on cylinder 5: 98940 lb
Maximum load on cylinder 6: 104710 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 2
Type of fracture pattern of cylinder 6: 3
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
Cross sectional area of cylinder 1: 28.27 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: 28.27 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: 3188.9 psi
Compressive strength of cylinder 2: 3383.8 psi
Compressive strength of cylinder 3: 3584 psi
Compressive strength of cylinder 4: 3223.6 psi
Compressive strength of cylinder 5: 3499.8 psi
Compressive strength of cylinder 6: 3703.9 psi
Compressive strength (to nearest 10 psi):3430 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/17/2016