Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 88888 DEA: SMTL-STOCK EFIS: SMTL-STOCK
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for SMTL stock material. Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2018-07-26-5
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Sample Organization Contact: (916) 227-7071
Type of Sample: Annual Source Testing
Type of Material: Cementitious
Sample Taken Date: 07/26/2018
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2018
The quantity of what the sample constitutes: 1 Bucket
A brief description of the sample: Type I/II
From where was the sample collected: Source
Laboratory sample identification: CM185855
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mountain Cement
DIME Test ID: 2018-07-26-5-2
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/22/2019
Date Tested: 09/07/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: 3 Day Break -- Specimen 1 break was outside allowable range. Correct final result is 3460 PSI.
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
3144 psi
|
Compressive strength of 2nd specimen (psi)
|
3477 psi
|
Compressive strength of 3rd specimen (psi)
|
3441 psi
|
Average Compressive strength (to nearest 10 psi)
|
3350 psi
|
DIME Test ID: 2018-07-26-5-3
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/22/2019
Date Tested: 09/11/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: 7 day Break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
4114 psi
|
Compressive strength of 2nd specimen (psi)
|
4019 psi
|
Compressive strength of 3rd specimen (psi)
|
4244 psi
|
Average Compressive strength (to nearest 10 psi)
|
4130 psi
|
DIME Test ID: 2018-07-26-5-4
Test Method: ASTM C109-11: Compressive Strength of Hydraulic Cement Mortars (Using 2-in. or [50mm] Cube Specimens)
Verified Date: 03/22/2019
Date Tested: 10/02/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test: 28 Day Break
Test Result Compliance:
Additional Comments When Verified:
Will control cubes be used per ASTM C311?
|
no
|
Compressive strength of 1st specimen (psi)
|
6094 psi
|
Compressive strength of 2nd specimen (psi)
|
5598 psi
|
Compressive strength of 3rd specimen (psi)
|
5675 psi
|
Average Compressive strength (to nearest 10 psi)
|
5790 psi
|
DIME Test ID: 2018-07-26-5-5
Test Method: ASTM C185-15a: Standard Test Method for Air Content of Hydraulic Cement Mortar
Verified Date: 03/22/2019
Date Tested: 08/21/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Specific gravity
|
3.15
|
Water Content
|
246 mL
|
The amount of flow (In percent)
|
92 %
|
The amount of water used (In percent)
|
70.29 %
|
Net Weight of Sample
|
850.2 grams
|
Air Content
|
5 %
|
DIME Test ID: 2018-07-26-5-6
Test Method: ASTM C191-13: Standard Test Methods for Time of Setting of Hydraulic Cement by Vicat Needle
Verified Date: 03/22/2019
Date Tested: 09/07/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Type of Water Used
|
Type III grade reagent water
|
Initial time of setting
|
134 min
|
Final time of setting
|
no data
|
DIME Test ID: 2018-07-26-5-7
Test Method: ASTM C204-11: Standard Test Methods for Fineness of Hydraulic Cement by Air-Permeability Apparatus
Verified Date: 03/22/2019
Date Tested: 09/12/2018
Submitted By Organization: CT HQ - Sacramento Cement Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ben.lenz@dot.ca.gov
Organization Phone: (916) 227-7071
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method Used
|
Test Method A
|
Test Time
|
93 seconds
|
Fineness
|
3882 cm^2/g
|